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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹2.5 LRejected-AOC | ₹2.5 L | L2 | Rejected-AOC HIGH RATE |
| 3 | L3₹2.6 LRejected-Finance | ₹2.6 L | L3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | ABDUL RAHIMAN K A L2 | ABDUL KHADER FAIZAL A M L1 | ABDUL RISHAD P A L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 42.9 | cum | 49.45 ₹2,121.41 | 48.32 ₹2,072.93 | 50.36 ₹2,160.44 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 16.09 | cum | 1,749.8 ₹28,150.78 | 1,711.74 ₹27,538.47 | 1,784.13 ₹28,703.08 |
| 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) | 32.17 | cum | 6,733.36 ₹2.2 L | 6,587.06 ₹2.1 L | 6,865.61 ₹2.2 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 | 253.66 ₹15.22 | 248.93 ₹14.94 | 259.45 ₹15.57 |
| 2.00 | OD224687/2025-2026:....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 | 4,308.2 ₹1,033.97 | 4,209.81 ₹1,010.35 | 4,387.83 ₹1,053.08 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.54 | sqm | 260.33 ₹140.58 | 254.05 ₹137.19 | 264.8 ₹142.99 |
| 2.00 | 16.21:Engraving letters in hard stone | 400 | per Letter per cm height | 7.7 ₹3,080 | 7.47 ₹2,988 | 7.78 ₹3,112 |
| 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 | 3,757.79 ₹1,803.74 | 3,514.27 ₹1,686.85 | 3,662.88 ₹1,758.18 |
Tender Value
₹3.4 L
EMD Value
₹8,451
Closing Date
3 Nov 2025, 5:00 pmClosed
REESHNA VENU
MULIYAR GP
Annual Plan-MULIYAR GP NELLIKKAD CHALIL LBS ROAD CONCRETE-PROJECT NO 363/255-26 IN WARD 15
2025_LSGD_806415_26
05/ 25-26/AE/LID EW/MLR
Open Tender
Civil Works - Roads
180 days
MULIYAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,451
Yes
22 Jan 2026
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
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