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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.9 L+₹12,897 (1.91%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | HASSAINAR P L3 | MUHAMMAD SALIF M K L2 | ABBUBAKAR SIDDIC L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENT | ||||||
| 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. | 324 | sqm | 12.42 ₹4,024.08 | 7 ₹2,268 Lowest | 50 ₹16,200 |
| 1.00 | 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. | 32.4 | cum | 1,928.85 ₹62,494.74 | 1,650 ₹53,460 Lowest | 2,000 ₹64,800 |
| 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) | 48.6 | cum | 7,422.53 ₹3,60,734.96 | 7,500 ₹3,64,500 | 6,550 ₹3,18,330 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 73.5 | cum | 42.42 ₹3,117.87 | 34 ₹2,499 Lowest | 50 ₹3,675 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 10.5 | cum | 6,986.13 ₹73,354.37 | 6,500 ₹68,250 Lowest | 7,000 ₹73,500 |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 25.2 | cum | 6,827.35 ₹1,72,049.22 Lowest | 7,000 ₹1,76,400 | 7,000 ₹1,76,400 |
| 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) | 3.15 | cum | 7,129.92 ₹22,459.25 | 6,500 ₹20,475 Lowest | 7,000 ₹22,050 |
Tender Value
₹8.5 L
EMD Value
₹21,159
Closing Date
25 Aug 2025, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW Section, Enmakaje Grama Panchayat
ENMAKAJE GP 2025-26 Pro.No.109/26 KHANDERI SEETHAPADAVU ROAD IMPROVEMENT WARD 4
2025_LSGD_786720_12
A001/2025/AE/LID_EW/EMJ/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
ENMAKAJE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,159
Yes
3 Oct 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
ROAD IMPROVEMENT
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.
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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (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)
MUHAMMAD SALIF M K (BID ID -2306213)
HASSAINAR P (BID ID -2305250)
Bidder Name
HASSAINAR P
ABBUBAKAR SIDDIC
MUHAMMAD SALIF M K
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