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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46,647Accepted-AOC | L1 | Accepted-AOC Agreement | |
| 2 | Rejected-Technical PALLITHARA VEEDU VALICODE OSM | KERALA | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | H.CHANDRAN L2 | SELVARAJ.T L1 |
|---|---|---|---|---|---|
| 1.00Plumbing | |||||
| 1.00 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 500 | Litre | 12.42 ₹6,210 | 12 ₹6,000 Lowest |
| 1.00 | 50.18.7.2.2: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 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall | 10 | metre | 278.44 ₹2,784.4 | 277 ₹2,770 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 | 5 | metre | 302.49 ₹1,512.45 | 301 ₹1,505 Lowest |
| 1.00 | OD479085/2025-2026:Supplying and fixing water taps | 2 | each | 75 ₹150 | 74.62 ₹149.25 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 | 0.6 | cum | 367.72 ₹220.63 | 366 ₹219.6 Lowest |
| 1.01 | 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) | 0.2 | cum | 8,109.18 ₹1,621.84 | 8,069 ₹1,613.8 Lowest |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.5 | cum | 10,185.35 ₹5,092.68 | 10,134 ₹5,067 Lowest |
| 1.01 | 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 | 40 | kilogram | 114.92 ₹4,596.8 | 114 ₹4,560 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8 | sqm | 779.84 ₹6,238.72 | 776 ₹6,208 Lowest |
Tender Value
₹47,725
EMD Value
₹1,193
Closing Date
30 Jun 2026, 2:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW, Ottasekharamangalam GP, Ottasekharamangalam PO, Thiruvananthapuram-695125
Improvements to Perekkonam Library
2026_LSGD_849726_2
01/AE/LID-EW/OSM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Ottasekharamangalam Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹335
Yes
₹1,193
Yes
23 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Plumbing | |||||
| 1.001 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | Litre | - | - |
| 1.002 | 50.18.7.2.2: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 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall | - | metre | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD479085/2025-2026:Supplying and fixing water taps | - | each | - | - |
| 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 | 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) | 1 | cum | - | - |
| 1.007 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 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 | - | kilogram | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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