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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | ₹4.7 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹4.8 L+₹7,581.25 (1.61%)Rejected-AOC N A | ₹4.8 L+₹7,581.25 (1.61%) | L2 | Rejected-AOC HIGHER RATE |
| 3 | L3₹4.8 L+₹13,075.92 (2.78%)Rejected-AOC | ₹4.8 L+₹13,075.92 (2.78%) | L3 | Rejected-AOC HIGHER RATE |
| 4 | L4₹5.1 L+₹40,378.12 (8.57%)Rejected-AOC | ₹5.1 L+₹40,378.12 (8.57%) | L4 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | LIGIN GEORGE L1 | P C GEORGE L2 | MALAYIL L4 | Mc.Rajan L3 |
|---|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||||
| 1.00 | OD216466/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
completeModified 60.2.2 | 21 | hour | 462.04 ₹9,702.84 | 341.73 ₹7,176.33 Lowest | 350 ₹7,350 | 474.87 ₹9,972.27 |
| 1.00 | OD216772/2025-2026:od1267458/2021_2022 :RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund
after completion of the work.etc.complete
MODIFIED 60.1.2 | 7 | metre | 1,092.63 ₹7,648.41 | 1,066.09 ₹7,462.63 Lowest | 1,077.95 ₹7,545.65 | 1,122.95 ₹7,860.65 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.28 | cum | 916.4 ₹3,002.13 Lowest | 931.46 ₹3,051.46 | 950 ₹3,112.2 | 941.83 ₹3,085.44 |
| 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 | 11.7 | cum | 429.58 ₹5,026.09 | 355.76 ₹4,162.39 Lowest | 359.72 ₹4,208.72 | 441.5 ₹5,165.55 |
| 1.00 | OD216467/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality
blasted rubble including conveyance of material and labour charges etc. complete as per
direction of departmental officers at site. | 2.18 | cum | 3,007.63 ₹6,568.66 Lowest | 4,114.45 ₹8,985.96 | 4,160.22 ₹9,085.92 | 3,091.09 ₹6,750.94 |
| 1.01 | 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 | 5.2 | cum | 8,758.42 ₹45,561.3 Lowest | 8,902.44 ₹46,310.49 | 9,005 ₹46,844.01 | 9,001.46 ₹46,825.59 |
| 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 33.9 | cum | 9,053.14 ₹3,06,901.45 Lowest | 9,202.01 ₹3,11,948.14 | 9,950 ₹3,37,305 | 9,304.36 ₹3,15,417.8 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.24 | cum | 10,175.05 ₹2,442.01 | 9,778.28 ₹2,346.79 Lowest | 9,887.04 ₹2,372.89 | 10,457.41 ₹2,509.78 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.02 | tonne | 98,201.11 ₹2,356.83 Lowest | 99,332.49 ₹2,383.98 | 1,00,437.31 ₹2,410.5 | 1,00,926.12 ₹2,422.23 |
Tender Value
₹4.8 L
EMD Value
₹12,107
Closing Date
19 Sept 2025, 12:00 pmClosed
ASSISTANT ENGINEER
LIDEW SECTION RAMAMANGALAM GP
MAINENANCE WORKS TO BHANDARAPPADY NANDIYEDATHUTHAZHAM ATTUTHEERAM ROAD WARD 9
2025_LSGD_796107_1
02/TEN2/AE/LIDEW/RLM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
RAMAMANGALAM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,070
₹12,107
2 Feb 2026
12 Sept 2025
20 Sept 2025
12 Sept 2025
19 Sept 2025
12 Sept 2025
Amount
MAINTENANCE
OD216466/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc completeModified 60.2.2
OD216772/2025-2026:od1267458/2021_2022 :RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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
OD216467/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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
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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (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<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
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)
OD217151/2025-2026:Sectioning up to 150 mm and forming the surface for old road way leveling , cambering etc complete as per direction of Engineer in charge
OD217135/2025-2026:Providing Plain cement concrete for Irrish drain CC 1:2:4 (1 CEMENT:2 fine aggregate:4 course aggregate) laid to required slope as required including compcation USING NEEDLE VIBRATOR, finishing and tamping etc complete Max size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
OD223365/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
P C GEORGE (BID ID -2346234)
Mc.Rajan (BID ID -2344331)
MALAYIL (BID ID -2346274)
Bidder Name
P C GEORGE
Mc.Rajan
MALAYIL
LIGIN GEORGE
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