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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 LAccepted-Finance | ₹15.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹15.3 L+₹37,312.45 (2.49%)Rejected-Finance | ₹15.3 L+₹37,312.45 (2.49%) | 2 | Rejected-Finance L2 |
| 3 | 3₹15.6 L+₹61,040.08 (4.08%)Rejected-Finance | ₹15.6 L+₹61,040.08 (4.08%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | B NITHYANANDAN L3 | Rahulan C L5 | HAFSAL.M.K L1 | MANIKANDAN K L2 | karthikeyan L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Retaing Wall Construction | ||||||||
| 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 | 85.8 | cum | 865.54 ₹74,263.33 | 941.83 ₹80,809.01 | 830 ₹71,214 | 852.36 ₹73,132.49 | 800 ₹68,640 Lowest |
| 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 | 8.58 | cum | 8,272.34 ₹70,976.68 | 9,001.46 ₹77,232.53 | 8,000 ₹68,640 | 8,146.32 ₹69,895.43 | 7,650 ₹65,637 Lowest |
| 1.00 | 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 | 64.06 | cum | 9,610.36 ₹6,15,649.27 | 10,457.41 ₹6,69,912.14 | 9,500 ₹6,08,579.5 | 9,463.96 ₹6,06,270.74 Lowest | 9,934 ₹6,36,381.97 |
| 1.00 | 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 | 6.64 | tonne | 92,751.1 ₹6,15,774.55 | 1,00,926.12 ₹6,70,048.51 | 85,000 ₹5,64,315 Lowest | 91,338.14 ₹6,06,393.91 | 95,879.7 ₹6,36,545.33 |
| 1.00 | 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 | 0.63 | sqm | 4,597.92 ₹2,896.69 | 5,003.18 ₹3,152 | 5,003.18 ₹3,152 | 4,527.88 ₹2,852.56 | 4,500 ₹2,835 Lowest |
| 1.01 | OD76005/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 87 | sqm | 33.77 ₹2,937.99 | 36.75 ₹3,197.25 | 36.75 ₹3,197.25 | 33.26 ₹2,893.62 | 30 ₹2,610 Lowest |
| 1.01 | 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 | 13.05 | cum | 3,067.51 ₹40,031.01 | 3,337.88 ₹43,559.33 | 3,000 ₹39,150 | 3,020.78 ₹39,421.18 | 2,800 ₹36,540 Lowest |
| 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) | 15.37 | cum | 8,789.09 ₹1,35,088.31 | 9,563.75 ₹1,46,994.84 | 9,000 ₹1,38,330 | 8,655.19 ₹1,33,030.27 Lowest | 9,000 ₹1,38,330 |
Tender Value
₹16.9 L
EMD Value
₹42,373
Closing Date
13 Aug 2026, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP PKD 2026-27 KUNNEKADU SC COLONY SAMAGRAVIKASANAM C O M P L E T I O N ( W A R D 2 2 ) I N PUDUSSERY DIVISION PROJECT 112/26
2026_LSGD_863060_39
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,373
Yes
18 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaing Wall Construction | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | 0.4 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | sqm | - | - |
| 1.006 | OD76005/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 1 | cum | - | - |
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