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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.3 L+₹575.53 (0.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.8 L+₹45,094.40 (3.15%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹15.2 L+₹92,487.54 (6.46%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | M Chandrasekharan Unnithan L1 | A S Anandan L3 | B. MURALEEDHARAN PILLAI L2 | Sreelekha P L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Drain at Catholic church - Palamukku | |||||||
| 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 | 24.3 | cum | 884 ₹21,481.2 Lowest | 912 ₹22,161.6 | 885 ₹21,505.5 | 941 ₹22,866.3 |
| 1.00 | OD314764/2025-2026:Providing concrete for plain/ reinforced concrete in open foundation drawing and technical specifications CLAUSE 502, 803,1202 & amp 12031 P.C.C grade M 10 ( Norminal 11.4.1 work included ) | 8.1 | cum | 8,069 ₹65,358.9 Lowest | 8,327 ₹67,448.7 | 8,070 ₹65,367 | 8,585 ₹69,538.5 |
| 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) | 21.6 | cum | 8,268 ₹1,78,588.8 Lowest | 8,532 ₹1,84,291.2 | 8,269 ₹1,78,610.4 | 8,796 ₹1,89,993.6 |
| 1.00 | 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) | 4.05 | cum | 8,634 ₹34,967.7 Lowest | 8,910 ₹36,085.5 | 8,635 ₹34,971.75 | 9,186 ₹37,203.3 |
| 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 IV. R.C.C grade M 20 | 10.87 | cum | 9,293 ₹1,00,996.32 Lowest | 9,590 ₹1,04,224.12 | 9,294 ₹1,01,007.19 | 9,887 ₹1,07,451.92 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.81 | tonne | 94,410 ₹76,472.1 Lowest | 97,423 ₹78,912.63 | 94,411 ₹76,472.91 | 1,00,437 ₹81,353.97 |
| 2.00Construction of Drain 2 nd reach ( Melakkattu vayal- Kaithaplavil Ela thodu ) | |||||||
| 2.00 | 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 | 48.6 | cum | 337 ₹16,378.2 Lowest | 348 ₹16,912.8 | 338 ₹16,426.8 | 359 ₹17,447.4 |
| 2.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.75 | cum | 854 ₹5,764.5 Lowest | 881 ₹5,946.75 | 855 ₹5,771.25 | 909 ₹6,135.75 |
Tender Value
₹15.3 L
EMD Value
₹38,133
Closing Date
29 Oct 2025, 6:00 pmClosed
SUMA THOMAS
LIDEW SECTION, PALAMEL GP
PALAMEL G P ANNUAL PLAN P.NO- 223/26 CONSTRUCTION OF DRAIN IN VARIOUS WARDS MELAKKATTU VAYAL KAITHAPLAVIL ELA W-14 REACH-2
2025_LSGD_812749_9
06/2025/AE/LSGD/PGP
Open Tender
Civil Works - Others
Item Rate
150 days
PALAMEL GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹38,133
Yes
23 Dec 2025
22 Oct 2025
31 Oct 2025
22 Oct 2025
29 Oct 2025
22 Oct 2025
Amount
Construction of Drain at Catholic church - Palamukku
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
OD314764/2025-2026:Providing concrete for plain/ reinforced concrete in open foundation drawing and technical specifications CLAUSE 502, 803,1202 & amp 12031 P.C.C grade M 10 ( Norminal 11.4.1 work included )
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
Construction of Drain 2 nd reach ( Melakkattu vayal- Kaithaplavil Ela thodu )
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
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
B. MURALEEDHARAN PILLAI (BID ID -2419598)
A S Anandan (BID ID -2420249)
Sreelekha P (BID ID -2420631)
Bidder Name
M Chandrasekharan Unnithan
Sreelekha P
A S Anandan
B. MURALEEDHARAN PILLAI
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