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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC VELLANKULAMATTATHIL HOUSE KANNARAGOD 671 | KANNARAGOD | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.9 L+₹10,678 (1.37%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹7.9 L+₹10,993 (1.41%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Benny Jose L1 | MOHAMMED ANEES P M L2 | Sinoj M George L3 |
|---|---|---|---|---|---|---|
| 1.00Side Protect | ||||||
| 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 | 46.25 | cum | 382.08 ₹17,671.2 Lowest | 387.36 ₹17,915.4 | 389.16 ₹17,998.65 |
| 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 | 19.69 | cum | 815.14 ₹16,048.48 Lowest | 826.99 ₹16,281.78 | 830.2 ₹16,344.98 |
| 1.00 | 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) | 3.67 | cum | 7,950.64 ₹29,218.6 Lowest | 8,231.65 ₹30,251.31 | 8,264.31 ₹30,371.34 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 83.13 | cum | 7,613.52 ₹6,32,881.46 Lowest | 7,723.88 ₹6,42,055.25 | 7,754.2 ₹6,44,575.63 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 28 | cum | 49.08 ₹1,374.24 Lowest | 49.47 ₹1,385.16 | 49.98 ₹1,399.44 |
| 1.01 | OD417329/2025-2026:Supply and fix weep hole using PVC pipe 75 mm outer dia 4 kgf/cm2 | 24.4 | metre | 128.8 ₹3,142.72 | 109.2 ₹2,664.48 Lowest | 110.21 ₹2,689.12 |
| 1.01 | 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) | 2.22 | cum | 7,950.94 ₹17,651.09 Lowest | 8,066.44 ₹17,907.5 | 8,097.86 ₹17,977.25 |
| 2.00HANDRAIL | ||||||
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 24.8 | sqm | 340.4 ₹8,441.92 | 338.82 ₹8,402.74 Lowest | 340.38 ₹8,441.42 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
6 Mar 2026, 12:00 pmClosed
ASSISTANT ENGINEER
AE, PANATHADT GP
PRO NO 158/2025-26 PUTHURADUKKAM GHADIKKAL ROAD SIDE PROTECTION IN PANATHADY GP
2026_LSGD_840795_2
AE/LSGD/PDY/TEN/04/25-26
Open Tender
Civil Works - Roads
Item Rate
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,870
₹21,172
11 Jun 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Side Protect
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
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
11.4.1.2: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)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD417329/2025-2026:Supply and fix weep hole using PVC pipe 75 mm outer dia 4 kgf/cm2
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)
HANDRAIL
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD422180/2025-2026:Steel work for purlin/single section with MS tubes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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