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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.4 LRejected-Finance ANGAMALY MUNICIPALITY ANGAMALY MUNICIPALITY | ERNAKULAM | KERALA | 680667 | ₹6.4 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | K.M BABU L1 | P.C THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 106.05 | cum | 66.8 ₹7,084.14 | 68 ₹7,211.40 |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 26.28 | cum | 3,337.8 ₹87,717.38 | 3,340 ₹87,775.20 |
| 1.00 | OD143876/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge | 262.8 | sqm | 1,232.93 ₹3.2 L | 1,240 ₹3.3 L |
| 1.00 | OD64316/2025-2026: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-WITHOUT FORM WORK(MODIFIED 75.8.1)
(i) Nominal mix (1:2:4) | 18.64 | cum | 9,195.9 ₹1.7 L | 9,200 ₹1.7 L |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 4.35 | cum | 441.5 ₹1,920.53 | 445 ₹1,935.75 |
| 1.01 | 11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing) | 0.33 | cum | 9,375.5 ₹3,112.67 | 9,380 ₹3,114.16 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 2.77 | cum | 9,514.4 ₹26,307.32 | 9,520 ₹26,322.80 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 1,00,437.3 ₹9,240.23 | 1,00,440 ₹9,240.48 |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 24 | no | 172.7 ₹4,144.80 | 175 ₹4,200 |
Tender Value
₹6.3 L
EMD Value
₹15,874
Closing Date
29 Jul 2025, 4:00 pmClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-Angamaly Muncipality-2025-26 Tile Paving In Kallupalam Bylane Road TB Nagar 4 Street Ward 5 (Project No 91/26)- AMC-General Civil Work
2025_LSGD_778244_4
PW 15579/25
Open Tender
Civil Works - Roads
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,400
Yes
₹15,874
Yes
3 Jan 2026
22 Jul 2025
31 Jul 2025
22 Jul 2025
29 Jul 2025
22 Jul 2025
Amount
Road maintenance
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD143876/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge
OD64316/2025-2026: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-WITHOUT FORM WORK(MODIFIED 75.8.1) (i) Nominal mix (1:2:4)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
P.C THOMAS (BID ID -2265816)
Bidder Name
P.C THOMAS
K.M BABU
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