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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹2.1 LAccepted-AOC | ₹2.1 L | LI | Accepted-AOC First Lowest |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | D CHRISTUDAS L1 | LAL D L2 |
|---|---|---|---|---|---|
| 1.00Dam body pipe maintenance work | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.82 | cum | 263.35 ₹215.16 | 284.36 ₹232.32 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 20.26 | sqm | 779.84 ₹15,799.56 | 813.25 ₹16,476.45 |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 3.24 | cum | 9,264.06 ₹30,034.08 | 9,536.25 ₹30,916.52 |
| 1.00 | OD23236/2025-2026:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 90 mm dia nominal bore | 32 | metre | 1,308.25 ₹41,864 | 1,398.56 ₹44,753.92 |
| 1.00 | OD23131/2025-2026:Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing Elbow, reducer, flange, brass valve etc. including cutting and threading the pipe etc. complete:90 to 100 mm nominal bore | 1 | each | 39,841.56 ₹39,841.56 | 41,160.23 ₹41,160.23 |
| 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) | 0.42 | cum | 2,572.86 ₹1,093.47 | 2,898.36 ₹1,231.80 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 22.69 | sqm | 377.98 ₹8,576.37 | 399.78 ₹9,071.01 |
| 1.01 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 0.4 | cum | 2,598.49 ₹1,039.40 | 2,801.05 ₹1,120.42 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1.24 | cum | 8,528.9 ₹10,567.31 | 8,856.03 ₹10,972.62 |
Tender Value
₹2.1 L
EMD Value
₹5,290
Closing Date
5 Nov 2025, 4:30 pmClosed
Assistant Executive engineer
Assistant Executive engineer,Channel Sub division,Neyyattinkara
GENERAL Urgent Water Supply Pipe Diversion Temporary pipe line diversion and reconstruction of supporting foundation for Water Pipe line at Neyyar Dam General Civil Work
2025_Irrig_818186_1
IRR/IA/TR/5542/2025_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹555
Yes
₹5,290
Yes
19 Jan 2026
1 Nov 2025
6 Nov 2025
1 Nov 2025
5 Nov 2025
1 Nov 2025
Amount
Dam body pipe maintenance work
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
OD23236/2025-2026:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 90 mm dia nominal bore
OD23131/2025-2026:Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing Elbow, reducer, flange, brass valve etc. including cutting and threading the pipe etc. complete:90 to 100 mm nominal bore
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
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.
OD23357/2025-2026:Engaging labour for clearing the site. all work complete as per the direction of Engineer in charge.
18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.15.1: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 40 mm dia 10Kgf/cm2- External work- Exposed on wall
50.18.9.16.1: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 50 mm dia 10Kgf/cm2 - External work - Exposed on wall
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
50.18.9.20.9:Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Socket /coupling
LAL D (BID ID -2431667)
Bidder Name
D CHRISTUDAS
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