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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹6.2 L+₹40,677.74 (7.07%)Accepted-AOC | ₹6.2 L+₹40,677.74 (7.07%) | L3 | Accepted-AOC L3 BIDDER |
| 2 | L1₹5.8 LRejected-AOC | ₹5.8 L | L1 | Rejected-AOC L1 BIDDER |
| 3 | L2₹6.0 L+₹27,118.27 (4.71%)Rejected-AOC MELARCODE | MADURAI | TAMIL NADU | 625001 | ₹6.0 L+₹27,118.27 (4.71%) | L2 | Rejected-AOC L2 BIDDER |
| 4 | L4₹6.4 L+₹68,611.96 (11.9%)Rejected-AOC | ₹6.4 L+₹68,611.96 (11.9%) | L4 | Rejected-AOC L4 BIDDER |
| 5 | L5₹6.6 L+₹89,010.33 (15.5%)Rejected-AOC | ₹6.6 L+₹89,010.33 (15.5%) | L5 | Rejected-AOC L5 BIDDER |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L3 | C.K.BABU L2 | M SIVADAS L6 | C MUKUNDAN L1 | R.SREEJITH L4 | JINU A L5 | SATHYAKUMAR V L10 | SEVENSMART ENGINEERING AND TRADING PRIVATE LIMITED L11 | AFSAL.A L7 | RAJESH V L9 | MOHAMMED BASITH L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete & Side Protection Wall | ||||||||||||||
| 1.00 | OD49286/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding
15 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5M in all kinds of soil | 210 | sqm | 26.72 ₹5,611.2 | 26.13 ₹5,487.3 | 28.67 ₹6,020.7 | 24.95 ₹5,239.5 Lowest | 28 ₹5,880 | 29.4 ₹6,174 | 32.67 ₹6,860.7 | 32.82 ₹6,892.2 | 29 ₹6,090 | 31.09 ₹6,528.9 | 30.79 ₹6,465.9 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 31.5 | cum | 2,426.64 ₹76,439.16 | 2,373.23 ₹74,756.75 | 2,603.55 ₹82,011.83 | 2,266.42 ₹71,392.23 Lowest | 2,536 ₹79,884 | 2,669.6 ₹84,092.4 | 2,967.38 ₹93,472.47 | 2,980.73 ₹93,893 | 2,900 ₹91,350 | 2,823.85 ₹88,951.28 | 2,797.14 ₹88,109.91 |
| 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) | 31.5 | cum | 6,952.85 ₹2,19,014.78 | 6,799.83 ₹2,14,194.65 | 7,459.73 ₹2,34,981.5 | 6,493.79 ₹2,04,554.39 Lowest | 7,268 ₹2,28,942 | 7,200 ₹2,26,800 | 8,502.17 ₹2,67,818.36 | 8,540.43 ₹2,69,023.55 | 6,900 ₹2,17,350 | 8,090.93 ₹2,54,864.3 | 8,014.42 ₹2,52,454.23 |
| 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 | 13.44 | cum | 684.71 ₹9,202.5 | 669.64 ₹8,999.96 | 734.63 ₹9,873.43 | 639.5 ₹8,594.88 Lowest | 716 ₹9,623.04 | 752 ₹10,106.88 | 837.29 ₹11,253.18 | 841.05 ₹11,303.71 | 800 ₹10,752 | 796.79 ₹10,708.86 | 789.25 ₹10,607.52 |
| 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 | 3.36 | cum | 6,544.06 ₹21,988.04 | 6,400.04 ₹21,504.13 | 7,021.13 ₹23,591 | 6,111.99 ₹20,536.29 Lowest | 6,841 ₹22,985.76 | 7,200 ₹24,192 | 8,002.3 ₹26,887.73 | 8,038.3 ₹27,008.69 | 7,200 ₹24,192 | 7,615.24 ₹25,587.21 | 7,543.22 ₹25,345.22 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 28.28 | cum | 6,945.91 ₹1,96,430.33 | 6,793.04 ₹1,92,107.17 | 7,452.28 ₹2,10,750.48 | 6,487.31 ₹1,83,461.13 Lowest | 7,261 ₹2,05,341.08 | 7,650 ₹2,16,342 | 8,493.69 ₹2,40,201.55 | 8,531.91 ₹2,41,282.41 | 8,900 ₹2,51,692 | 8,082.86 ₹2,28,583.28 | 8,006.43 ₹2,26,421.84 |
| 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 | 1.12 | tonne | 73,373.29 ₹81,957.96 | 71,758.47 ₹80,154.21 | 1,00,926 ₹1,12,734.34 | 68,528.84 ₹76,546.71 Lowest | 76,703 ₹85,677.25 | 80,740 ₹90,186.58 | 89,723.32 ₹1,00,220.95 | 90,127.03 ₹1,00,671.89 | 74,000 ₹82,658 | 85,383.5 ₹95,373.37 | 84,576.08 ₹94,471.48 |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.54 | sqm | 3,637.31 ₹1,964.15 | 3,557.26 ₹1,920.92 | 3,902.48 ₹2,107.34 | 3,397.16 ₹1,834.47 Lowest | 3,802 ₹2,053.08 | 5,003.18 ₹2,701.72 | 4,447.83 ₹2,401.83 | 4,467.84 ₹2,412.63 | 4,000 ₹2,160 | 4,232.69 ₹2,285.65 | 4,192.66 ₹2,264.04 |
| 2.00Filling | ||||||||||||||
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
24 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer LID and EW Sub Division Kuzhalmannam Block Panchayat Kuzhalmannam Post Palakkad 678702
Annual Plan KBP 2026 27 Ayyappankavu road in Kuthanur GP Pr 39
2026_LSGD_864365_3
02/2026-27/AEE/LIDEW/KZMN/PH2
Open Tender
Civil Works - Roads
Item Rate
270 days
Kuzhalmannam
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,186
Yes
1 Sept 2026
11 Aug 2026
31 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete & Side Protection Wall | |||||
| 1.001 | OD49286/2026-2027:Surface dressing of the ground including removing vegetation and in -equalities not exceeding
15 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5M in all kinds of soil | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.007 | 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 | - | tonne | - | - |
| 1.008 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | - | sqm | - | - |
| 2Filling | |||||
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