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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.2 L+₹2,000 (0.22%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | giju p vijayan L1 | Bipin T Vijayan L2 |
|---|---|---|---|---|---|
| 1.00Appendix-A- Construction of Pump House | |||||
| 1.00 | OD94551/2026-2027:Engaging Mancoolie | 5 | each | 1,082.18 ₹5,410.9 Lowest | 1,082.18 ₹5,410.9 Lowest |
| 1.00 | 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) | 3 | cum | 2,516.93 ₹7,550.79 Lowest | 2,516.93 ₹7,550.79 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 | 5 | cum | 359.72 ₹1,798.6 Lowest | 359.72 ₹1,798.6 Lowest |
| 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) | 1.5 | cum | 7,932.89 ₹11,899.34 Lowest | 7,932.89 ₹11,899.34 Lowest |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 3 | cum | 3,993.46 ₹11,980.38 Lowest | 3,993.46 ₹11,980.38 Lowest |
| 1.01 | OD93905/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 4 | cum | 5,603.11 ₹22,412.44 Lowest | 5,603.11 ₹22,412.44 Lowest |
| 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. | 5 | cum | 318.47 ₹1,592.35 Lowest | 318.47 ₹1,592.35 Lowest |
| 1.01 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | 9,235.97 ₹22,166.33 Lowest | 9,235.97 ₹22,166.33 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3 | sqm | 386.16 ₹1,158.48 Lowest | 386.16 ₹1,158.48 Lowest |
Tender Value
₹9.2 L
EMD Value
₹22,900
Closing Date
8 Oct 2026, 10:00 amClosed
Executive engineer
Executive Engineer office, Sabarimala Development Project, TDB Building, Kumbazha Road, Pathanamthitta
SDP Pamba-Construction of pump house at Pamba manalpuram and other dismantling works-reg
2026_TDB_874297_1
SDP/04/ET-055/26-27
Open Tender
Civil Works - Others
Item Rate
40 days
pamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,384
₹22,900
8 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A- Construction of Pump House | |||||
| 1.001 | OD94551/2026-2027:Engaging Mancoolie | 5 | each | - | - |
| 1.002 | 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) | 3 | cum | - | - |
| 1.003 | 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 | 5 | cum | - | - |
| 1.004 | 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) | 1.5 | cum | - | - |
| 1.005 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 3 | cum | - | - |
| 1.006 | OD93905/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 4 | cum | - | - |
| 1.007 | 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. | 5 | cum | - | - |
| 1.008 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3 | sqm | - | - |
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