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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹4.4 LRejected-AOC | ₹4.4 L | L2 | Rejected-AOC REJECTED |
| 3 | L3₹4.5 LRejected-AOC PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | ₹4.5 L | L3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | SHAMEER A L3 | ABDUL LATHIEF M A L1 | Bhovas Alias Chandrabose L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 39.19 | cum | 310 ₹12,148.28 | 264.36 ₹10,359.74 | 300 ₹11,756.40 |
| 1.00 | OD367243/2025-2026: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 14.94 | cum | 6,000 ₹89,628 | 4,450.5 ₹66,481.57 | 5,900 ₹88,134.20 |
| 2.00CROSS DRAIN | ||||||
| 2.00 | 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 | 4.38 | cum | 7,800 ₹34,164 | 6,615.23 ₹28,974.71 | 7,700 ₹33,726 |
| 2.00 | 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) | 16.2 | cum | 7,750 ₹1.3 L | 6,464.88 ₹1.0 L | 7,700 ₹1.2 L |
| 2.00 | 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) | 0.21 | cum | 9,100 ₹1,911 | 6,761.29 ₹1,419.87 | 9,000 ₹1,890 |
| 2.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.17 | cum | 9,600 ₹11,232 | 7,266.28 ₹8,501.55 | 9,500 ₹11,115 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 93,000 ₹9,207 | 73,812.13 ₹7,307.40 | 92,000 ₹9,108 |
| 2.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 20.04 | cum | 420 ₹8,416.80 | 498.47 ₹9,989.34 | 400 ₹8,016 |
Tender Value
₹4.6 L
EMD Value
₹11,429
Closing Date
21 Feb 2026, 6:00 pmClosed
Asst. Engineer
LID EW Section Uduma G.P
PRO. NO. 420/26Concreting and Side protection work of South pakyara transformer karippodi kaniyambadi road -Uduma gp
2026_LSGD_836014_8
07/AE/LID and EW/UP/2025-26
Open Tender
Civil Works - Roads
180 days
Uduma G.P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,010
Yes
₹11,429
Yes
22 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
SIDE PROTECTION
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD367243/2025-2026: Laterite neatly dressed stones of size 35x20x20cm in cement mortar 1:6 for foundation and basemen or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc
CROSS DRAIN
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
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)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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. (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)
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