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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC Accepted Vide Resolution No.20 dated 16/06/2026 of Payyoli Muncipality |
| 2 | L2₹4.1 L+₹31,755.90 (8.43%)Rejected-AOC VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | ₹4.1 L+₹31,755.90 (8.43%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹4.1 L+₹33,869.44 (8.99%)Rejected-Finance KALPATHUR | ₹4.1 L+₹33,869.44 (8.99%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | CT ABDUL RAHIMAN L3 | SREENATH. M.C. L2 | KARUNAKARAN P L1 |
|---|---|---|---|---|---|---|
| 1.00Pushpaka foot path concreting | ||||||
| 1.00 | 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 | 14.4 | cum | 320.5 ₹4,615.2 | 318.86 ₹4,591.58 | 294.06 ₹4,234.46 Lowest |
| 1.00 | 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. | 7.2 | cum | 1,454.03 ₹10,469.02 | 282.32 ₹2,032.7 | 260.34 ₹1,874.45 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 33.84 | cum | 385.44 ₹13,043.29 Lowest | 646.5 ₹21,877.56 | 596.26 ₹20,177.44 |
| 1.00 | 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 | 13.68 | cum | 915.95 ₹12,530.2 | 874.75 ₹11,966.58 | 806.73 ₹11,036.07 Lowest |
| 1.00 | 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) | 3.6 | cum | 7,067.91 ₹25,444.48 | 7,031.5 ₹25,313.4 | 6,484.99 ₹23,345.96 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 72 | sqm | 344.05 ₹24,771.6 | 342.29 ₹24,644.88 | 315.67 ₹22,728.24 Lowest |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 9 | cum | 7,634.78 ₹68,713.02 | 7,595.42 ₹68,358.78 | 7,005.11 ₹63,045.99 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.32 | cum | 8,229.88 ₹1,42,508.6 | 8,186.49 ₹1,41,757.26 | 7,550.23 ₹1,30,739.78 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 32.04 | sqm | 344.05 ₹11,023.36 | 342.29 ₹10,966.97 | 315.67 ₹10,114.07 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
2 Jun 2026, 1:00 pmClosed
Assistant engineer
Office of Assistant Engineer payyoli muncipality
MP-LADS-MP -LADS-2025-26 Works Sri SHAFI PARAMBIL HON MP-PAYYOLI MUCIPALITY- PUSHPAKA FOOTPATH, Ward - 21
2026_LSGD_852743_2
AE/PLY/TENDER/03/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyoli muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
21 Aug 2026
25 May 2026
4 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pushpaka foot path concreting | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.007 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
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