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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹2.1 L+₹3,172.07 (1.50%)Rejected-Finance | L2 | Rejected-Finance Second Lowest bidder |
| Sl No | Description | Qty | Unit | ABDUL SALAM N L2 | Madhusoodanan L1 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | 5 | no | 639.13 ₹3,195.65 | 630 ₹3,150 Lowest |
| 1.00 | 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | 10 | metre | 254.85 ₹2,548.5 | 251 ₹2,510 Lowest |
| 1.00 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4 | cum | 5,457.57 ₹21,830.28 | 5,376 ₹21,504 Lowest |
| 1.00 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1.12 | cum | 6,564.68 ₹7,385.27 | 6,467 ₹7,275.38 Lowest |
| 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 | 3 | cum | 309.8 ₹929.4 | 305 ₹915 Lowest |
| 1.01 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 200 | sqm | 15.66 ₹3,132 | 15 ₹3,000 Lowest |
| 1.01 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 50 | sqm | 7.99 ₹399.5 | 7.5 ₹375 Lowest |
| 1.01 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.4 | cum | 2,167.63 ₹867.05 | 2,135 ₹854 Lowest |
| 1.01 | OD5393/2026-2027:Labour engaged for clearing grass at interlocked yard | 5 | each | 1,118.39 ₹5,591.95 | 1,102 ₹5,510 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
22 Jul 2026, 5:00 pmClosed
PWD Buildings Sub Division Nedumangad
Office of the Assistant Executive Engineer PWD Buildings Sub Division Nedumangad
The provisions included in the estimate are cleaning, demolishing cement concrete, plumbing work, tile work, aluminium work, water tank cleaning etc. The period of second half RC work for the year 2025-26
2026_PWD_860636_1
PWD/BLDG/TR/5786/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Nedumangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,355
Yes
1 Sept 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | - | no | - | - |
| 1.002 | 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | - | metre | - | - |
| 1.003 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.004 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.007 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.008 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.009 | OD5393/2026-2027:Labour engaged for clearing grass at interlocked yard | - | each | - | - |
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