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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC | ₹24.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹24.1 LRejected-AOC MUTHALAMADA GRAMA PANCHAYAT | MUTHALAMADA | PALAKKAD | KERALA | 678508 | ₹24.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹25.3 LRejected-AOC MUTHALAMADA GRAMA PANCHAYAT | MUTHALAMADA | PALAKKAD | KERALA | 678508 | ₹25.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ANANTHAN.E.N L2 | R SASI L3 | GIRISH.M L1 |
|---|---|---|---|---|---|---|
| 1.00SUBCENTER | ||||||
| 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 | 56.81 | cum | 359.72 ₹20,434.61 | 377.71 ₹21,456.57 | 359.65 ₹20,430.64 |
| 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) | 11.44 | cum | 7,932.89 ₹90,744.33 | 8,329.53 ₹95,281.49 | 7,931.3 ₹90,726.14 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 29.7 | sqm | 386.16 ₹11,468.95 | 405.47 ₹12,042.46 | 386.08 ₹11,466.58 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 14.85 | sqm | 1,008.55 ₹14,976.97 | 1,058.98 ₹15,725.85 | 1,008.35 ₹14,974 |
| 1.00 | 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) | 16.88 | cum | 10,488.77 ₹1,76,997.99 | 11,013.21 ₹1,85,847.92 | 10,486.67 ₹1,76,962.56 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.81 | cum | 12,772.18 ₹10,345.47 | 13,410.79 ₹10,862.74 | 12,769.63 ₹10,343.4 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.36 | cum | 8,343.49 ₹86,405.18 | 8,760.66 ₹90,725.39 | 8,341.82 ₹86,387.89 |
| 1.01 | OD231248/2025-2026:
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 9.61 | cum | 3,993.46 ₹38,369.16 | 4,193.13 ₹40,287.59 | 3,992.66 ₹38,361.48 |
| 1.01 | 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. | 27.36 | cum | 318.47 ₹8,714.29 | 334.39 ₹9,149.91 | 318.41 ₹8,712.65 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
22 May 2026, 2:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE KOLLENGODE
MPLAD 2025-26 CONSTRUCTION OF HEALTH SUB CENTER CHUNGAM WARD 11 MUTHALAMADA GP
2026_CRD_849861_1
5087289-2025
Open Tender
Civil Works - Buildings
300 days
BLOCK DEVELOPMENT OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jun 2026
8 May 2026
23 May 2026
8 May 2026
22 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SUBCENTER | |||||
| 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 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.008 | OD231248/2025-2026:
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.009 | 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. | 1 | cum | - | - |
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