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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAccepted-AOC NEREVEETTIL HOUSE THRIKKAKARA P O KOCHI 682 021 | ERNAKULAM | KERALA | 682021 | ₹33.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.1 LRejected-AOC | ₹34.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹34.2 LRejected-AOC | ₹34.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | N J THOMAS L1 | AFKAR T ABDUL RAHIMAN L2 | ATHUL YESUDAS ANTONY L3 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | 2.8.1: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 | 136.8 | cum | 320 ₹43,776 | 330.58 ₹45,223.34 | 130 ₹17,784 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 14.4 | cum | 6,730 ₹96,912 | 7,290.33 ₹1.0 L | 5,423.2 ₹78,094.08 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 496.8 | sqm | 320 ₹1.6 L | 354.88 ₹1.8 L | 293.7 ₹1.5 L |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 6,798 | kilogram | 101 ₹6.9 L | 103.32 ₹7.0 L | 92.7 ₹6.3 L |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 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 derived from natural sources) | 61.8 | cum | 9,999 ₹6.2 L | 9,639.18 ₹6.0 L | 8,814.8 ₹5.4 L |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 60 | hour | 210 ₹12,600 | 317.55 ₹19,053 | 33.3 ₹1,998 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 216 | cum | 320 ₹69,120 | 292.67 ₹63,216.72 | 35 ₹7,560 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 496.12 | cum | 320 ₹1.6 L | 409.61 ₹2.0 L | 700 ₹3.5 L |
| 1.01 | 16.78.3: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 & lifts, 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 496.12 | cum | 2,950 ₹14.6 L | 3,011.28 ₹14.9 L | 3,111.5 ₹15.4 L |
Tender Value
₹37.1 L
EMD Value
₹50,000
Closing Date
22 Oct 2025, 2:00 pmClosed
Executive Engineer
Buildings Division Ernakulam
Constructin of drainage to drainout the water flooding the Hockey ground areas in between the Hostel Buildings and the Hockey Turf at Maharajas College.
2025_PWD_804786_2
PWD/BLDG/TR/7760/2025_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Ernakulam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
9 Jan 2026
14 Oct 2025
24 Oct 2025
14 Oct 2025
22 Oct 2025
14 Oct 2025
14 Oct 2025 - 22 Oct 2025
Amount
DETAILED ESTIMATE
2.8.1: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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 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 derived from natural sources)
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
16.78.3: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 & lifts, 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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
OD47968/2025-2026:Engaging Coolie for various works such as premises cleaning, removal of unwanted materials ,etc as directed by Departmental officers at site.
AFKAR T ABDUL RAHIMAN (BID ID -2402234)
ATHUL YESUDAS ANTONY (BID ID -2400164)
Bidder Name
N J THOMAS
AFKAR T ABDUL RAHIMAN
ATHUL YESUDAS ANTONY
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