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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC First | |
| 2 | L2₹3.4 L+₹14,606.64 (4.45%)Rejected-AOC | L2 | Rejected-AOC Second | |
| 3 | L3₹3.7 L+₹37,563.84 (11.4%)Rejected-AOC MUVATTUPUZHA VENDOR K A SHEPERI PWD CO REG NO 15 C KURUTTUKAVIL PEZHAKKAPPILLY P O MUVATTUPUZHA | THRISSUR | KERALA | 680667 | L3 | Rejected-AOC Third |
| Sl No | Description | Qty | Unit | Hilar V.M. L1 | shereef L3 | Riyas K.M L2 |
|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||
| 1.00 | OD311368/2025-2026:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge. | 118.8 | 1 sqm | 24 ₹2,851.2 Lowest | 30 ₹3,564 | 25 ₹2,970 |
| 1.00 | OD311343/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 33.3 | cum | 360 ₹11,988 | 400 ₹13,320 | 36 ₹1,198.8 Lowest |
| 1.00 | OD286893/2025-2026:Filling with quarrymuck filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top. | 13.32 | cum | 919 ₹12,241.08 Lowest | 1,000 ₹13,320 | 1,500 ₹19,980 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 11.88 | cum | 2,596 ₹30,840.48 Lowest | 2,800 ₹33,264 | 2,650 ₹31,482 |
| 1.00 | OD286892/2025-2026::Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC
1:2:4 (1 cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 37.8 | cum | 7,153 ₹2,70,383.4 Lowest | 8,000 ₹3,02,400 | 7,600 ₹2,87,280 |
Tender Value
₹4.2 L
EMD Value
₹10,555
Closing Date
14 Oct 2025, 11:30 amClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LSGD SECTION PAIPRA
Annual Plan-PAIPRAGP162/25-26- MANALIKUDITHAZHAM ROAD CONCRETE WARD 18-General Civil Work
2025_LSGD_805222_11
ET-07/2025-26/AE/LSGD/PPRA
Open Tender
Civil Works - Roads
Item Wise
180 days
PAIPRA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,555
27 Nov 2025
6 Oct 2025
15 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
Amount
Concreting
OD311368/2025-2026:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge.
OD311343/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD286893/2025-2026:Filling with quarrymuck filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD286892/2025-2026::Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
Riyas K.M (BID ID -2387753)
shereef (BID ID -2387664)
Bidder Name
shereef
Hilar V.M.
Riyas K.M
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