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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.8 L+₹69,413.66 (4.61%)Admitted-Fee/PreQual/Technical/Finance 10061941 ARYA REMA DISTRICT PANCHAYAT IDUKKI | IDUKKI | KERALA | 685501 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DHANEESH T L2 | Mathew Eappen L1 |
|---|---|---|---|---|---|
| 1.00Estimate for upgradation of RRF | |||||
| 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 | 17.01 | cum | 341.73 ₹5,812.14 | 325 ₹5,527.6 Lowest |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 3.44 | cum | 7,946.34 ₹27,375.14 | 7,566 ₹26,064.87 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 74.57 | sqm | 366.85 ₹27,356.37 | 347 ₹25,876.14 Lowest |
| 1.00 | 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) | 9.75 | cum | 9,964.33 ₹97,142.25 | 9,500 ₹92,615.5 Lowest |
| 1.00 | 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 | 581.22 | kilogram | 106.81 ₹62,080.32 | 100 ₹58,122.2 Lowest |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 6.08 | cum | 6,867.88 ₹41,784.18 | 6,509 ₹39,600.76 Lowest |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 0.35 | cum | 8,213.37 ₹2,899.32 | 7,790 ₹2,749.87 Lowest |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 693.83 | kilogram | 110.86 ₹76,918.44 | 105 ₹72,852.57 Lowest |
| 1.01 | OD278961/2023-2024:Providing and fixing Anchor bolt in Concrete structures complete as per the
direction of Engineer-in-charge. | 60 | each | 190.3 ₹11,418 | 180 ₹10,800 Lowest |
Tender Value
₹16.6 L
EMD Value
₹41,500
Closing Date
23 Sept 2026, 3:00 pmClosed
AE, THIRUVALLA MUNICIPALITTY
AE THIRUVALLA MUNICIPALITTY
KSWMP-THIRUVALLA MUNICIPALITYPr. No.203/2023-24-Upgradation of existing RRF Civil work at Pushpagiri Ward (Ward 14) of Thiruvalla Municipality, Pathanamthitta District
2026_LSGD_867005_2
01/AE/LSGD/KSWMP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
THIRUVALLA, PUSHPAGIRI
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹41,500
OFFICE OF AE THIRUVALLA MUNICIPALITTY
8 Oct 2026
2 Sept 2026
23 Sept 2026
2 Sept 2026
23 Sept 2026
2 Sept 2026
2 Sept 2026 - 23 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate for upgradation of RRF | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 4.1.6: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 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 0.4 | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | 0.8 | kilogram | - | - |
| 1.006 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 1 | cum | - | - |
| 1.007 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | - | cum | - | - |
| 1.008 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 0.6 | kilogram | - | - |
| 1.009 | OD278961/2023-2024:Providing and fixing Anchor bolt in Concrete structures complete as per the
direction of Engineer-in-charge. | - | each | - | - |
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