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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹1.3 LRejected-AOC | ₹1.3 L | L2 | Rejected-AOC HIGH RATE |
| 3 | L3₹1.4 LRejected-Finance | ₹1.4 L | L3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | SHAMSHEER B.M L2 | ABDUL KHADER FAIZAL A M L3 | ABDUL RISHAD P A L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 30.24 | cum | 53.54 ₹1,619.05 | 57.54 ₹1,740.01 | 52.64 ₹1,591.83 |
| 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) | 15.79 | cum | 7,468.41 ₹1.2 L | 8,026.58 ₹1.3 L | 7,342.45 ₹1.2 L |
| 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 | 0.06 | cum | 282.23 ₹16.93 | 303.33 ₹18.20 | 277.47 ₹16.65 |
| 2.00 | OD214746/2025-2026:....Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm 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 | 4,773.08 ₹1,145.54 | 5,129.81 ₹1,231.15 | 4,692.58 ₹1,126.22 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.54 | sqm | 288.04 ₹155.54 | 309.57 ₹167.17 | 283.19 ₹152.92 |
| 2.00 | 16.21:Engraving letters in hard stone | 400 | per Letter per cm height | 8.47 ₹3,388 | 9.1 ₹3,640 | 8.32 ₹3,328 |
| 2.00 | 16.87.1:Providing and laying gang saw cut 30 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 20mm 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 colour black, cherry/ruby red of area less than 0.50 sqm. | 0.48 | sqm | 3,984.48 ₹1,912.55 | 4,282.27 ₹2,055.49 | 3,917.28 ₹1,880.29 |
Tender Value
₹1.5 L
EMD Value
₹3,804
Closing Date
4 Nov 2025, 5:00 pmClosed
REESHNA VENU
MULIYAR GP
Annual Plan-MULIYAR GP BAVIKKARA SCHOOL ROAD CONCRETE-PROJECT NO 56/25-26 WARD 12
2025_LSGD_815607_5
06/25 26/AE/LID EW/MLR
Open Tender
Civil Works - Roads
180 days
MULIYAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,804
Yes
19 Jan 2026
28 Oct 2025
6 Nov 2025
28 Oct 2025
4 Nov 2025
28 Oct 2025
Amount
ROAD CONCRETE
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
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
OD214746/2025-2026:....Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm 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)
16.21:Engraving letters in hard stone
16.87.1:Providing and laying gang saw cut 30 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 20mm 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 colour black, cherry/ruby red of area less than 0.50 sqm.
SHAMSHEER B.M (BID ID -2426920)
ABDUL KHADER FAIZAL A M (BID ID -2427229)
Bidder Name
SHAMSHEER B.M
ABDUL RISHAD P A
ABDUL KHADER FAIZAL A M
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