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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹21,051.32 (4.69%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical higher rate | |
| 4 | Rejected-Technical | - | Rejected-Technical higher rate |
| Sl No | Description | Qty | Unit | HASSAINAR P L4 | MUHAMMED SABIR GH L2 | HARIPRASAD BK L1 | MOHAMMED SIYAB T M L3 |
|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||||
| 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 | 81.18 | cum | 44.17 ₹3,585.72 | 41.25 ₹3,348.68 Lowest | 45 ₹3,653.1 | 41.7 ₹3,385.21 |
| 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 | 11.46 | cum | 7,274.05 ₹83,360.61 | 6,793.91 ₹77,858.21 Lowest | 7,000 ₹80,220 | 6,867.58 ₹78,702.47 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 28.35 | cum | 7,108.71 ₹2,01,531.93 | 6,639.49 ₹1,88,229.54 Lowest | 7,000 ₹1,98,450 | 6,711.49 ₹1,90,270.74 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 7.4 | cum | 7,989.68 ₹59,107.65 | 7,462.3 ₹55,206.1 | 7,000 ₹51,786 Lowest | 7,543.22 ₹55,804.74 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.63 | tonne | 81,163.02 ₹50,889.21 | 75,805.69 ₹47,530.17 | 8,500 ₹5,329.5 Lowest | 76,627.72 ₹48,045.58 |
| 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) | 3.18 | cum | 7,423.76 ₹23,607.56 | 6,933.74 ₹22,049.29 Lowest | 8,000 ₹25,440 | 7,008.93 ₹22,288.4 |
| 1.01 | 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. | 69 | sqm | 12.94 ₹892.86 | 12.08 ₹833.52 Lowest | 15 ₹1,035 | 12.21 ₹842.49 |
| 1.01 | 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) | 10.35 | cum | 7,728.42 ₹79,989.15 | 7,218.3 ₹74,709.41 Lowest | 8,000 ₹82,800 | 7,296.58 ₹75,519.6 |
Tender Value
₹5.9 L
EMD Value
₹14,638
Closing Date
27 Aug 2025, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID_EW Section, Enmakaje Grama Panchayat
ENMAKAJE GP 2025-26 Pro.No.122/26 PAPPITHADUKKA GURINEROLU ROAD IMPROVEMENT WARD 17
2025_LSGD_788192_4
A001/2025/AE/LID_EW/EMJ/PHASE2
Open Tender
Civil Works - Roads
Item Rate
180 days
ENMAKAJE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,295
Yes
₹14,638
Yes
29 Sept 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
DRAINAGE
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
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)
3.2: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.
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)
MUHAMMED SABIR GH (BID ID -2307703)
MOHAMMED SIYAB T M (BID ID -2309716)
HASSAINAR P (BID ID -2305288)
Bidder Name
HASSAINAR P
MUHAMMED SABIR GH
MOHAMMED SIYAB T M
HARIPRASAD BK
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