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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹5.1 L+₹910 (0.18%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹5.6 L+₹47,344 (9.33%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Jayakumar N L2 | Harilal NS L1 | SUDHEER M L3 |
|---|---|---|---|---|---|---|
| 1.00Side wall | ||||||
| 1.00 | 15.9.1: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 Lime Mortar | 2.86 | cum | 1,224 ₹3,495.74 | 1,223.5 ₹3,494.32 | 954 ₹2,724.62 Lowest |
| 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 | 12.64 | cum | 368 ₹4,650.05 | 367.5 ₹4,643.73 Lowest | 389.78 ₹4,925.26 |
| 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 : 8 graded stone aggregate 40 nominal size) | 1.77 | cum | 8,110 ₹14,354.7 | 8,109 ₹14,352.93 Lowest | 8,595.73 ₹15,214.44 |
| 1.00 | OD168221/2024-2025:PVC Weep Holes-providing weep holes using 63mm dia. PVC pipes working pressure 4kg/cm2 including cost of materials, conveyance, labour charges etc. complete. | 22 | metre | 99 ₹2,178 Lowest | 99 ₹2,178 Lowest | 761.31 ₹16,748.82 |
| 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 : 6 graded stone aggregate 40 mm nominal size) | 28.31 | cum | 8,551 ₹2,42,061.71 | 8,550 ₹2,42,033.4 Lowest | 9,063.47 ₹2,56,568.71 |
| 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 | 36.85 | sqm | 395 ₹14,555.75 | 394 ₹14,518.9 Lowest | 418.42 ₹15,418.78 |
| 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 | 1,635.01 | kilogram | 115 ₹1,88,025.92 | 114.5 ₹1,87,208.42 Lowest | 121.82 ₹1,99,176.67 |
| 1.01 | OD229645/2024-2025:DRY RUBBLE MASONRY _ WITH DEPARTMENTAL STONE 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 | 2.02 | cum | 1,755 ₹3,538.08 | 1,754 ₹3,536.06 Lowest | 4,327.14 ₹8,723.51 |
| 1.01 | 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) | 1.13 | cum | 8,530 ₹9,673.02 | 8,528 ₹9,670.75 Lowest | 9,040.63 ₹10,252.07 |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
10 Jul 2025, 5:00 pmClosed
O/O Assistant Engineer, LIDEW Section, Vithura Gp
O/O Assistant Engineer, LIDEW Section, Vithura Gp
Annual Plan-VITHURA GP PRO NO 299/2025-26 Renovation of Anappara Anganwadi Compound wall ward 6
2025_LSGD_772941_2
02/2025/AE/LIDEW/VTRA/2aPHASE
Open Tender
Civil Works - Others
Item Rate
180 days
O/O Assistant Engineer, LIDEW Section, Vithura Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,710
Yes
9 Aug 2025
30 Jun 2025
14 Jul 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
Amount
Side wall
15.9.1: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 Lime 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
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 : 8 graded stone aggregate 40 nominal size)
OD168221/2024-2025:PVC Weep Holes-providing weep holes using 63mm dia. PVC pipes working pressure 4kg/cm2 including cost of materials, conveyance, labour charges etc. complete.
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 : 6 graded stone aggregate 40 mm nominal size)
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
OD229645/2024-2025:DRY RUBBLE MASONRY _ WITH DEPARTMENTAL STONE 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)
50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
OD168222/2024-2025:Supplying and Fixing information board 75x60 cm using GI pipes as post and MS sheet surrounded by MS angles including painting, lettering and fixing in position as per direction of e-i-c
Jayakumar N (BID ID -2245728)
SUDHEER M (BID ID -2245686)
Bidder Name
Harilal NS
Jayakumar N
SUDHEER M
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