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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | ₹17.8 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹19.9 LRejected-AOC V S BHAVAN AYIRA P O | KERALA | ₹19.9 L | L2 | Rejected-AOC Second Lowest Bidder |
| 3 | L3₹22.3 LRejected-AOC | ₹22.3 L | L3 | Rejected-AOC Third Lowest Bidder. |
| Sl No | Description | Qty | Unit | SHIBU S V L3 | VINCENT V L2 | Renjumon L1 |
|---|---|---|---|---|---|---|
| 1.00Renovation of Ponds | ||||||
| 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 | 182 | hour | 489.44 ₹89,078.08 | 437.74 ₹79,668.68 | 391.1 ₹71,180.20 |
| 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 | 559.05 | cum | 276.78 ₹1.5 L | 247.54 ₹1.4 L | 221.2 ₹1.2 L |
| 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 | 12.81 | cum | 4,290.4 ₹54,960.02 | 3,837.27 ₹49,155.43 | 3,429.5 ₹43,931.90 |
| 1.00 | 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) | 68.47 | cum | 8,963.87 ₹6.1 L | 8,017.16 ₹5.5 L | 7,164.2 ₹4.9 L |
| 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) | 5.86 | cum | 8,522.75 ₹49,934.79 | 7,622.62 ₹44,660.93 | 6,811.7 ₹39,909.75 |
| 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) | 10.7 | cum | 9,922.72 ₹1.1 L | 8,874.74 ₹94,959.72 | 7,930.6 ₹84,857.42 |
| 1.01 | 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) | 44.5 | cum | 11,268.7 ₹5.0 L | 10,078.54 ₹4.5 L | 9,006.3 ₹4.0 L |
| 1.01 | 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) | 2.43 | cum | 9,206.3 ₹22,371.31 | 8,233.98 ₹20,008.57 | 7,358.3 ₹17,880.67 |
| 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 | 54.92 | sqm | 414.87 ₹22,784.66 | 371.05 ₹20,378.07 | 331.5 ₹18,205.98 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
10 Feb 2026, 2:30 pmClosed
Executive Engineer
Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Renovation and allied works of thiruneloorkonam sree mahadeva pond in manikkal panchayath
2026_Irrig_832774_1
17/EE-MI/2025-26
Open Tender
Civil Works - Water Works
180 days
Thiruneloorkonam Sree Mahadeva Temple in Manikkal
Please refer Bid document.
7 documents required · 7 mandatory
₹2,760
₹50,000
10 Mar 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
Renovation of Ponds
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
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
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)
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)
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)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
10.26.3: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.G.I. pipes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
19.6.5:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe
OD40085/2025-2026:For carrying out soil classification testing (Determining particle size distribution through sieve analysis) of collected sample Government agency as per the direction of Engineer in charge.
OD40086/2025-2026:Name board of size 75x60Cm. 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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