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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.3 LAccepted-AOC | ₹3.3 L | l1 | Accepted-AOC L1 ACCEPETED |
| 2 | l2₹3.3 LRejected-AOC | ₹3.3 L | l2 | Rejected-AOC L2 |
| 3 | l3₹3.3 LRejected-AOC | ₹3.3 L | l3 | Rejected-AOC L3 |
| 4 | l4₹3.4 LRejected-AOC | ₹3.4 L | l4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L3 | K ABDUL RAHIMAN L1 | MUHAMMED SABIR GH L2 | CM ABDULLAKUNHI L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 60.98 | cum | 11.68 ₹712.19 | 11.45 ₹698.16 | 11.46 ₹698.77 | 11.75 ₹716.46 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 46.2 | cum | 6,938.49 ₹3.2 L | 6,801.74 ₹3.1 L | 6,804.44 ₹3.1 L | 7,044.65 ₹3.3 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 18.18 | cum | 473.83 ₹8,614.23 | 464.49 ₹8,444.43 | 464.67 ₹8,447.70 | 480.76 ₹8,740.22 |
| 2.00Name Board | |||||||
| 2.00 | 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 | 0.07 | cum | 260.98 ₹18.79 | 255.84 ₹18.42 | 255.94 ₹18.43 | 264.65 ₹19.05 |
| 2.00 | OD482165/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1) | 0.24 | cum | 4,439.53 ₹1,065.49 | 4,352.03 ₹1,044.49 | 4,353.75 ₹1,044.90 | 4,780.22 ₹1,147.25 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.68 | sqm | 268.26 ₹450.68 | 262.97 ₹441.79 | 263.08 ₹441.97 | 271.7 ₹456.46 |
| 2.00 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm. | 0.54 | sqm | 3,744.48 ₹2,022.02 | 3,670.67 ₹1,982.16 | 3,672.13 ₹1,982.95 | 2,862.65 ₹1,545.83 |
| 2.00 | 16.21:Engraving letters in hard stone | 150 | per Letter per cm height | 7.94 ₹1,191 | 7.78 ₹1,167 | 7.78 ₹1,167 | 8.06 ₹1,209 |
Tender Value
₹4.3 L
EMD Value
₹10,848
Closing Date
21 Mar 2026, 5:00 pmClosed
ae
manjeshwaram bp
MBP Annual plan 247/26 vikas nagar sajankila road in Puthige GP
2026_LSGD_845781_7
AE/LIDEW/2526/3
Open Tender
Civil Works - Roads
manjeshwaram
Please refer Tender documents.
7 documents required · 7 mandatory
₹960
Yes
₹10,848
Yes
12 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
Road concrete
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Name Board
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
OD482165/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modified 50.6.7.1)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
16.21:Engraving letters in hard stone
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