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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | ₹12.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.3 LRejected-Finance KADAYIRIPPU PO KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹12.3 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Njattumkalayil Construction Company L2 | AFKAR T ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|
| 1.00Road Paving | |||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 669.62 | sqm | 35.25 ₹23,604.25 | 34.58 ₹23,155.60 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.04 | cum | 9,235 ₹64,995.93 | 9,051.25 ₹63,702.70 |
| 1.00 | 8.2.3.2:Granite stone slab of all colour and texture except black, Cherry / Ruby redArea of slab over 0.50 sqm | 0.7 | sqm | 4,140 ₹2,898 | 4,057.3 ₹2,840.11 |
| 1.00 | 16.21:Engraving letters in hard stone | 200 | per Letter per cm height | 10.75 ₹2,150 | 10.71 ₹2,142 |
| 2.00Road Paving | |||||
| 2.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 100.44 | cum | 49.5 ₹4,972.03 | 48.78 ₹4,899.71 |
| 2.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 669.62 | sqm | 6.1 ₹4,084.71 | 6.04 ₹4,044.53 |
| 2.00 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 100.44 | cum | 3,528 ₹3.5 L | 3,457.87 ₹3.5 L |
| 2.00 | OD30965/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. | 669.62 | per sqm | 1,160 ₹7.8 L | 1,137.12 ₹7.6 L |
Tender Value
₹12.3 L
EMD Value
₹30,856
Closing Date
17 Nov 2025, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
PVIP SUBDIVISION NO 7 KOLENCHERY
The proposed solution involves scarifying the existing bituminous surface for the installation of a new pavement structure. A 150 mm thick Granular Sub Base (GSB)
2025_Irrig_811960_2
IRR/PII/3883/2025-2026 MLA SDF 1
Open Tender
Civil Works - Roads
180 days
puthenkuriz
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,856
Yes
5 Jan 2026
7 Nov 2025
19 Nov 2025
7 Nov 2025
17 Nov 2025
7 Nov 2025
Amount
Road Paving
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
8.2.3.2:Granite stone slab of all colour and texture except black, Cherry / Ruby redArea of slab over 0.50 sqm
16.21:Engraving letters in hard stone
Road Paving
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method
OD30965/2025-2026:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.
Njattumkalayil Construction Company (BID ID -2440051)
Bidder Name
Njattumkalayil Construction Company
AFKAR T ABDUL RAHIMAN
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