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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | ₹10.9 L Quoted ₹11.0 L | L1 | Accepted-AOC Lowest quoted |
| 2 | L2₹11.2 LRejected-AOC | ₹11.2 L | L2 | Rejected-AOC second lowest quoted |
| 3 | Rejected-Technical VADOORKONAM | IDUKKI | KERALA | 685533 | - | - | Rejected-Technical highest quoted |
| 4 | Rejected-Technical V S BHAVAN AYIRA P O | KERALA | - | - | Rejected-Technical 2nd highest quoted |
| Sl No | Description | Qty | Unit | VINCENT V L3 | Albert S L1 | S.R.SATHYASEELAN L2 | JUSTIN JOSE L4 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation of Ponds | |||||||
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 5 | each | 529.25 ₹2,646.25 | 487.03 ₹2,435.15 | 495.48 ₹2,477.40 | 546.14 ₹2,730.70 |
| 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 | 50 | hour | 437.74 ₹21,887 | 402.82 ₹20,141 | 409.81 ₹20,490.50 | 451.71 ₹22,585.50 |
| 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 | 287.12 | cum | 247.54 ₹71,074.18 | 227.8 ₹65,406.39 | 231.75 ₹66,540.52 | 255.44 ₹73,342.44 |
| 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 | 21.7 | cum | 3,837.27 ₹83,261.08 | 3,531.11 ₹76,618.02 | 3,592.34 ₹77,946.59 | 3,959.74 ₹85,918.44 |
| 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) | 1.86 | cum | 7,622.62 ₹14,178.07 | 7,014.44 ₹13,046.86 | 7,136.08 ₹13,273.11 | 7,865.9 ₹14,630.57 |
| 1.01 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 42.89 | cum | 9,971.89 ₹4.3 L | 9,176.27 ₹3.9 L | 9,335.39 ₹4.0 L | 10,290.14 ₹4.4 L |
| 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) | 7.96 | cum | 10,078.54 ₹80,275.57 | 9,274.41 ₹73,870.68 | 9,435.24 ₹75,151.69 | 10,400.2 ₹82,837.59 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 28.69 | sqm | 371.05 ₹10,644.68 | 341.45 ₹9,795.52 | 347.37 ₹9,965.35 | 382.89 ₹10,984.35 |
| 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. | 34.77 | sqm | 806.76 ₹28,051.05 | 742.39 ₹25,812.90 | 755.27 ₹26,260.74 | 832.51 ₹28,946.37 |
Tender Value
₹12.7 L
EMD Value
₹31,767
Closing Date
5 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
Minor Irrigation Sub Division Thiruvananthapuram
GENERAL-BUDGET 2025-26-Renovation and allied works of varthoor konam pond near sree thamburan kavu thykkadu in manikkal panchayath-General Civil Work
2026_Irrig_831847_1
IRR/IA/TR/5145/2025_5_1_1/1
Open Tender
Civil Works - Water Works
180 days
varthoor konam pond near sree thamburan kavu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,767
Yes
15 May 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
Renovation of Ponds
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
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)
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
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)
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
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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.18.9.10.1:Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
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