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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-Finance | ₹5.6 L | L1 | Accepted-Finance Qualified |
| 2 | L2₹6.8 LRejected-Finance | ₹6.8 L | L2 | Rejected-Finance Disqualified |
| 3 | L3₹7.6 LRejected-Finance UG 18 RADHAKRISHNA COMPLEX MP NAGAR ZONE 2 BHOPAL | BHOPAL | BHOPAL | MADHYA PRADESH | ₹7.6 L | L3 | Rejected-Finance Disqualified |
| 4 | L4₹8.2 LRejected-Finance | ₹8.2 L | L4 | Rejected-Finance Disqualified |
Tender Value
₹8.9 L
EMD Value
₹17,740
Closing Date
15 Apr 2026, 5:30 pmClosed
Executive Engineer
Executive Engineer PWD (B./R.) DIVISION No.1 REWA
CONSTRUCTION OF TOILET FOR TRANSGENDER AND PWD AT JUDICIAL COURT MAUGANJ DISTT. MAUGANJ (M.P.) SECOND CALL
2026_PWDRB_494919_1
27/SAC/TENDER/2025-2026
Open Tender
Civil Works - Buildings
60 days
REWA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹17,740
4 May 2026
30 Mar 2026
17 Apr 2026
30 Mar 2026
15 Apr 2026
30 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Surfuce dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. 2.1.1 All kinds of soil. 100 sqM. | ||||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. l.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto l .5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) | 12.95 | Cum | - | - | 2.6 |
| 3 | Filling available excavated earth (excluding hard rock/Ordinary 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 upto 1.5 m. | 12.96 | Cum | - | - | 2.24 |
| 4 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete | 2.5 | Cum | - | - | 2.27 |
| 5 | With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) | 3.75 | cum | - | - | 2.27.1 |
| 6 | Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding | 1.25 | cum | - | - | 2.26 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M 15 - Grade concrete | 1.83 | cum | - | - | 4.1 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level : 5.1.1 M-20 Grade Concret | 3.81 | cum | - | - | 5.1 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth | 4.32 | Sqm | - | - | 4.3 |
| 10 | Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level | 6.48 | Sqm | - | - | 5.9 |
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