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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | VIJAYAKUMAR P R L1 | A.G.Ramakrishnan L2 |
|---|---|---|---|---|---|
| 1.00Compund wall | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 0.7 | cum | 2,488.61 ₹1,747 Lowest | 3,500 ₹2,457 |
| 1.00 | OD396503/2025-2026:
Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 4.6 | cum | 2,085.11 ₹9,591.51 Lowest | 3,000 ₹13,800 |
| 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 | 6.4 | cum | 352.16 ₹2,253.82 Lowest | 352.16 ₹2,253.82 Lowest |
| 1.00 | OD396537/2025-2026:60.7.1
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 | 5.87 | cum | 3,909.59 ₹22,961.02 Lowest | 3,909.59 ₹22,961.02 Lowest |
| 1.00 | OD396556/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 0.53 | cum | 1,679.84 ₹885.28 Lowest | 1,679.84 ₹885.28 Lowest |
| 1.01 | OD396517/2025-2026:Random rubble masonry with hard stone foundation and plinth with cement mortar 1:6 (i cemnt:6coarse sand) (modified 7.1.1) | 6.48 | cum | 5,435.9 ₹35,224.63 Lowest | 5,435.9 ₹35,224.63 Lowest |
| 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) | 1.73 | cum | 10,268.5 ₹17,743.97 Lowest | 13,000 ₹22,464 |
| 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 | 7.68 | sqm | 378.05 ₹2,903.42 Lowest | 378.05 ₹2,903.42 Lowest |
| 1.01 | 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 | 138.24 | kilogram | 110.06 ₹15,214.69 Lowest | 110.06 ₹15,214.69 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
9 Feb 2026, 5:00 pmClosed
Assistant Engineer
o/o Assistant executive engineer LSGD subdivision ollukkara Block office
AnnualplanOllukkaraBPBlock office compoundwall Reconstruction Retender
2026_LSGD_832051_4
Ollukkara Bp AdukkalaPara DWSS
Open Tender
Repair and Maintenance Works
Item Wise
OLLUKKARA BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,351
Yes
15 May 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Compund wall
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD396503/2025-2026: Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
OD396537/2025-2026:60.7.1 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
OD396556/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD396517/2025-2026:Random rubble masonry with hard stone foundation and plinth with cement mortar 1:6 (i cemnt:6coarse sand) (modified 7.1.1)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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