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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 LRejected-AOC KOZHIPARA PO PALAKKAD | PALAKKAD | KERALA | 672122 | ₹3.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.3 LRejected-AOC | ₹3.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.3 LRejected-AOC | ₹3.3 L | L4 | Rejected-AOC L4 |
| 5 | L5₹3.4 LRejected-AOC | ₹3.4 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | B NITHYANANDAN L5 | K.G.GEORGE L7 | TOJI RAPHAL P L8 | Rahulan C L4 | SIVADAS C L3 | subin L2 | SAJEESH V L1 | JANARDHANAN.P L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 14.22 | cum | 356.73 ₹5,072.70 | 56.81 ₹807.84 | 391.6 ₹5,568.55 | 350.99 ₹4,991.08 | 344.37 ₹4,896.94 | 339.51 ₹4,827.83 | 339.07 ₹4,821.58 | 300 ₹4,266 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 189.6 | sqm | 12.94 ₹2,453.42 | 36.55 ₹6,929.88 | 13.2 ₹2,502.72 | 12.73 ₹2,413.61 | 12.49 ₹2,368.10 | 12.31 ₹2,333.98 | 12.3 ₹2,332.08 | 20 ₹3,792 |
| 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 | 21.33 | cum | 2,697.01 ₹57,527.22 | 2,836 ₹60,491.88 | 2,936.36 ₹62,632.56 | 2,653.61 ₹56,601.50 | 2,603.55 ₹55,533.72 | 2,566.83 ₹54,750.48 | 2,563.49 ₹54,679.24 | 2,950 ₹62,923.50 |
| 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) | 35.55 | cum | 7,727.51 ₹2.7 L | 8,128.23 ₹2.9 L | 8,415 ₹3.0 L | 7,603.18 ₹2.7 L | 7,459.73 ₹2.7 L | 7,354.52 ₹2.6 L | 7,344.96 ₹2.6 L | 7,641 ₹2.7 L |
Tender Value
₹4.2 L
EMD Value
₹10,600
Closing Date
17 Oct 2025, 4:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,LSGD SUB DIVISION, CHITTUR BP
Annual Plan-CHITTUR BLOCK/2025-26/P No.150/2025-Elapully Grama Panchayath Mapetty SC Nagar road concrete ward 10- General Civil Work
2025_LSGD_806018_14
ET-4/AEE/LSGD/CTR/2025-26
Open Tender
Civil Works - Roads
180 days
LSGD SUB DIVISION, CHITTUR BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹900
Yes
₹10,600
Yes
5 Feb 2026
7 Oct 2025
21 Oct 2025
7 Oct 2025
17 Oct 2025
7 Oct 2025
Amount
ROAD CONCRETE
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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)
subin (BID ID -2395024)
SIVADAS C (BID ID -2394947)
Rahulan C (BID ID -2394869)
B NITHYANANDAN (BID ID -2393492)
JANARDHANAN.P (BID ID -2395254)
K.G.GEORGE (BID ID -2394119)
TOJI RAPHAL P (BID ID -2394260)
Bidder Name
TOJI RAPHAL P
K.G.GEORGE
SIVADAS C
Rahulan C
SAJEESH V
B NITHYANANDAN
subin
JANARDHANAN.P
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