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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | ₹7.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.9 LRejected-Finance | ₹7.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Shyju K M L1 | yosaf P K L2 |
|---|---|---|---|---|---|
| 1.00construction of culvert | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 42.33 | cum | 603.65 ₹25,549.49 | 823.66 ₹34,861.41 |
| 1.00 | 11.1.3:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock | 9 | cum | 1,102.56 ₹9,923.04 | 1,461.2 ₹13,150.8 |
| 1.00 | OD205150/2025-2026:Dowel bars- Supplying and providing MS dowel bars of size 20 mm dia, 1.5 m long ( 1m in
rock and 0.5m in concrete) including drilling holes of 25mm dia and filling the gap with cement
grout ( 0.25kg/each) etc complete | 26 | each | 4,025.26 ₹1,04,656.76 | 542.67 ₹14,109.42 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 6.43 | cum | 8,159.12 ₹52,503.94 | 8,320.74 ₹53,543.96 |
| 1.00 | 11.4.1.1: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 (i) Nominal mix 1:3:6 | 6.51 | cum | 7,442.28 ₹48,471.57 | 7,872.07 ₹51,270.79 |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 34.08 | cum | 6,360.85 ₹2,16,777.77 | 8,136.97 ₹2,77,307.94 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 13.81 | cum | 7,121.62 ₹98,385.18 | 9,145.35 ₹1,26,343.01 |
| 1.01 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 1.3 | cum | 2,021.36 ₹2,637.87 | 2,634.41 ₹3,437.91 |
| 1.01 | OD229504/2025-2026:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(modified MORD 14.1 - using departmental rubble) | 4.5 | cum | 2,021.36 ₹9,096.12 | 1,202.53 ₹5,411.39 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
27 Aug 2025, 1:00 pmClosed
Office of the Assistant Engineer , Kanichar GP
Office of the Assistant Engineer , Kanichar GP
Annual Plan-2025-26 Kanichar GP Pr No 254/26-CULVERT WORKS FOR ODAPPUZHA VELERI NAGAR ROAD - 10.00 Lakhs
2025_LSGD_786269_21
AE/LSGD/KCR/ETN/02/2025-26
Open Tender
Civil Works - Roads
365 days
Kanichar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
24 Jun 2026
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
construction of culvert
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.1.3:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.III. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
OD205150/2025-2026:Dowel bars- Supplying and providing MS dowel bars of size 20 mm dia, 1.5 m long ( 1m in rock and 0.5m in concrete) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.1.1: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 (i) Nominal mix 1:3:6
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
OD229504/2025-2026:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(modified MORD 14.1 - using departmental rubble)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Approach road
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
yosaf P K (BID ID -2311166)
Bidder Name
Shyju K M
yosaf P K
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