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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 CrAccepted-AOC ROHTAK | ROHTAK | HARYANA | 124001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹19.0 Cr+₹22.1 L (1.18%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹16.2 Cr
EMD Value
₹32.4 L
Closing Date
1 Mar 2021, 5:00 pmClosed
EE PD PWD B and R Rewari
EE PD PWD B and R Rewari
Road and Parking in the Campus of Sainik School at Gothra Tappa Khori in Rewari District.
2021_HRY_158918_1
Road and Parking in Campus Sainik School Gothra
Open Tender
Civil Works - Buildings
Works
365 days
Rewari
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹32.4 L
Yes
SE Circle Rewari PD PWD B AND R Rewari
22 Mar 2021
8 Feb 2021
3 Mar 2021
8 Feb 2021
1 Mar 2021
8 Feb 2021
15 Feb 2021
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in all kind of soil including cutting and filling by mechanical means. The cutting includes cutting of mounds of any height and filling of low-laying area/ pits of any depth. The rate should be inclusive of leveling, dressing & compaction of the entire area, loading, unloading and carriage of all lead & lift within the campus as per level sheet attached. The level shall be fixed by Engineer-incharge and complete work is to be carried out as per his entire satisfaction (NS). | 2,04,312 | P. sqm. (Per square metre) | - | - |
| 2 | Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6) | 15,460.04 | Per Cum (Per Cubic Metre) | - | - |
| 3 | Earth Filling Under Floors (a) earth filling under floors with surplus soul, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres (HSR 6.13 (a)) | 4,960.37 | Per Cum (Per Cubic Metre) | - | - |
| 4 | Centering & shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. inclination not exeding 25 degree with horizontal. (HSR 9.10) | 1,029.6 | P. sqm. (Per square metre) | - | - |
| 5 | Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28) | 375 | Per Cum (Per Cubic Metre) | - | - |
| 6 | Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39) | 1,732.34 | Per Cum (Per Cubic Metre) | - | - |
| 7 | Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey.(10.77). | 553.95 | Per Cum (Per Cubic Metre) | - | - |
| 8 | Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (10.78) | 553.95 | Per Cum (Per Cubic Metre) | - | - |
| 9 | Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)]. | 192.6 | Per Cum (Per Cubic Metre) | - | - |
| 10 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10cm to 20cm thickness) straight and curved excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR. 10.87) | 234.5 | Per Cum (Per Cubic Metre) | - | - |
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