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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance KOZHIPARA PO PALAKKAD | PALAKKAD | KERALA | 672122 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.4 L+₹7,463.65 (2.21%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.5 L+₹13,500.71 (4.00%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.8 L+₹41,590.78 (12.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | subin L1 | K.G.GEORGE L2 | B NITHYANANDAN L3 | RAHUL KRISHNA R L4 |
|---|---|---|---|---|---|---|---|
| 1.00RECONCRETE | |||||||
| 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. | 21.25 | sqm | 12.79 ₹271.79 Lowest | 13 ₹276.25 | 13.3 ₹282.63 | 14.33 ₹304.51 |
| 1.00 | OD175085/2026-2027: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 on prepared surface, mixing by mix in place method, and compacting with surface vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 2.12 | cum | 1,870.88 ₹3,975.62 Lowest | 1,946 ₹4,135.25 | 1,945.81 ₹4,134.85 | 2,814.26 ₹5,980.3 |
| 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) | 43.24 | cum | 7,641.52 ₹3,30,404.04 Lowest | 7,814 ₹3,37,861.73 | 7,947.56 ₹3,43,636.6 | 8,559.56 ₹3,70,098.26 |
| 1.00 | OD178628/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,449.13 ₹2,449.13 | 2,291 ₹2,291 Lowest | 2,547.21 ₹2,547.21 | 2,308.29 ₹2,308.29 |
Tender Value
₹4.2 L
EMD Value
₹12,500
Closing Date
7 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE CHITTUR BP
LID EW SUB DIVISION CHITTUR BP
Annual Plan-CHITTUR BP 2026-27 Nedumpallam Panchayath Kinar Road - Water tank side road Re-concrete
2026_LSGD_882019_7
03/AEE/2026-27
Open Tender
Civil Works - Roads
Item Rate
LID EW SUB DIVISION CHITTUR BP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
Yes
₹12,500
Yes
9 Nov 2026
27 Oct 2026
9 Nov 2026
27 Oct 2026
7 Nov 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RECONCRETE | |||||
| 1.001 | 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. | 21.25 | sqm | - | - |
| 1.002 | OD175085/2026-2027: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 on prepared surface, mixing by mix in place method, and compacting with surface vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 2.13 | cum | - | - |
| 1.003 | 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) | 43.24 | cum | - | - |
| 1.004 | OD178628/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | - | - |
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