Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L Quoted ₹9.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.3 LRejected-AOC | ₹9.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAVIDAS M L2 | C SUBASH JOSE L1 |
|---|---|---|---|---|---|
| 1.00Thodu | |||||
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 4.5 | cum | 851.8 ₹3,833.10 | 844.05 ₹3,798.23 |
| 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 | 19.8 | cum | 289.69 ₹5,735.86 | 287.05 ₹5,683.59 |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 18 | metre | 1,938.95 ₹34,901.10 | 1,921.32 ₹34,583.76 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 25 | hour | 512.26 ₹12,806.50 | 507.6 ₹12,690 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 2.85 | cum | 3,336.44 ₹9,508.85 | 3,306.11 ₹9,422.41 |
| 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) | 1.2 | cum | 8,920.1 ₹10,704.12 | 8,839.01 ₹10,606.81 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10 | sqm | 434.21 ₹4,342.10 | 430.27 ₹4,302.70 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 60 | sqm | 944.09 ₹56,645.40 | 935.5 ₹56,130 |
| 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) | 24.3 | cum | 10,385.34 ₹2.5 L | 10,290.93 ₹2.5 L |
Updated dates
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
16 May 2026, 6:00 pmClosed
Asst.Executive Engineer
O/o Asst.Executive Engineer,INSDN,PMG,TVPM
G E N E R A L - U l l o o r T h o d u - U r g e n t reconstruction of damaged side wall of Uloor thodu at Parottukonam-General Civil Work
2026_Irrig_849886_1
IRR/IA/TR/6984/2025_5_1_1/1
Open Tender
Civil Works - Others
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,185
Yes
22 Jun 2026
8 May 2026
18 May 2026
8 May 2026
16 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Thodu | ||||||
| 1.001 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | - | metre | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1436066.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1436066.xls
BOQ • 0.31 MB
bid.pdf
Tender Documents • 1.75 MB
Download all tender documents and submit your bid