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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAccepted-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | ₹33.4 L | L1 | Accepted-AOC as per tender conditions. |
| 2 | L2₹35.4 L+₹2.0 L (5.88%)Rejected-AOC 673645 | MALAPPURAM | KERALA | 673645 | ₹35.4 L+₹2.0 L (5.88%) | L2 | Rejected-AOC as per tender conditions. |
| 3 | L3₹36.5 L+₹3.1 L (9.42%)Rejected-Finance | ₹36.5 L+₹3.1 L (9.42%) | L3 | Rejected-Finance as per tender conditions |
| 4 | L4₹36.7 L+₹3.3 L (9.74%)Rejected-Finance | ₹36.7 L+₹3.3 L (9.74%) | L4 | Rejected-Finance as per tender conditions |
Tender Value
₹39.3 L
EMD Value
₹50,000
Closing Date
9 Mar 2026, 5:00 pmClosed
Project manager
District Nirmithi Kendra, Malappuram
CONSTRUCTION OF BUILDING FOR VAZHAKKAD SMART VILLAGE OFFICE IN KONDOTTY TALUK
2026_DNKML_839129_1
DNKMLP/E-TENDER/ P1/ 17/2026-A1
Open Tender
Civil Works - Buildings
Percentage
180 days
vazhakkad
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
12 Jul 2026
21 Feb 2026
10 Mar 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BUILDING | |||||
| 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 | 60.7.1
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 | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | 0.4 | cum | 1 | ₹0.4 |
| 1.005 | 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas 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 | - |
| 1.006 | 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | cum | 1 | ₹1 |
| 1.007 | 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 : 8 graded stone aggregate 40 nominal size) | 1 | cum | - | - |
| 1.008 | 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) | 1 | cum | 1 | ₹1 |
| 1.009 | 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 | - |
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