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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC | ₹10.5 L | L1 | Accepted-AOC Lowest quoted |
| 2 | L2₹11.0 LRejected-AOC | ₹11.0 L | L2 | Rejected-AOC 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical highest quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical 2nd highest quoted |
| Sl No | Description | Qty | Unit | B UDAYAKUMAR L1 | Albert S L2 | S.R.SATHYASEELAN L3 | Renjumon L4 |
|---|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||||
| 1.00 | OD34653/2025-2026:Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of the work as directed by the departmental officers at site. | 20 | each | 917.06 ₹18,341.20 | 956.88 ₹19,137.60 | 996.7 ₹19,934 | 1,139.4 ₹22,788 |
| 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 | 44 | hour | 386.06 ₹16,986.64 | 402.82 ₹17,724.08 | 419.59 ₹18,461.96 | 479.6 ₹21,102.40 |
| 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) | 0.48 | cum | 2,132.9 ₹1,023.79 | 2,225.52 ₹1,068.25 | 2,318.15 ₹1,112.71 | 2,650.4 ₹1,272.19 |
| 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. | 9.92 | cum | 641.94 ₹6,368.04 | 669.82 ₹6,644.61 | 697.7 ₹6,921.18 | 797.5 ₹7,911.20 |
| 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 | 522.05 | cum | 218.32 ₹1.1 L | 227.8 ₹1.2 L | 237.28 ₹1.2 L | 271.25 ₹1.4 L |
| 1.01 | 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 | 9.86 | cum | 3,384.15 ₹33,354.18 | 3,531.11 ₹34,802.62 | 3,678.07 ₹36,251.06 | 4,204.6 ₹41,440.54 |
| 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) | 6.96 | cum | 6,722.51 ₹46,788.67 | 7,014.44 ₹48,820.50 | 7,306.37 ₹50,852.34 | 8,352.4 ₹58,132.70 |
| 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) | 47.68 | cum | 8,443.66 ₹4.0 L | 8,810.33 ₹4.2 L | 9,177 ₹4.4 L | 10,490.9 ₹5.0 L |
| 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. | 85.5 | sqm | 711.5 ₹60,833.25 | 742.39 ₹63,474.35 | 773.29 ₹66,116.30 | 884.7 ₹75,641.85 |
Tender Value
₹12.7 L
EMD Value
₹31,769
Closing Date
7 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
Minor Irrigation Sub Division Thiruvananthapuram
MLA-SDF-Renovation and Repair of Balikadavu -Construction of Balikkadavu and allied works for Karipoor Devi Temple in Nedumangad Muncipality-General Civil Work
2026_Irrig_832339_1
IRR/IA/TR/7193/2025_5_1_1/1
Open Tender
Civil Works - Water Works
240 days
Karipoor Devi Temple
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,769
Yes
19 Mar 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
DETAILED ESTIMATE
OD34653/2025-2026:Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of the work as directed by the departmental officers at site.
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
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)
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.
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
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
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)
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)
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.
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
OD35193/2025-2026:Supplying wodden shutter of in teak wood including all cost, conveyance etc complete as per the direction of departmental officers at site
10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD35860/2025-2026:Name board of size 100x60Cm. installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site.
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