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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC | ₹35.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.2 L+₹4,023.51 (0.11%)Rejected-AOC URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | ₹35.2 L+₹4,023.51 (0.11%) | L2 | Rejected-AOC L2 |
| 3 | L3₹36.1 L+₹88,517.12 (2.52%)Rejected-Finance | ₹36.1 L+₹88,517.12 (2.52%) | L3 | Rejected-Finance L3 |
| 4 | L4₹37.3 L+₹2.2 L (6.19%)Rejected-Finance | ₹37.3 L+₹2.2 L (6.19%) | L4 | Rejected-Finance L4 |
| 5 | L5₹37.9 L+₹2.8 L (7.92%)Rejected-Finance | ₹37.9 L+₹2.8 L (7.92%) | L5 | Rejected-Finance L5 |
Tender Value
₹40.2 L
EMD Value
₹50,000
Closing Date
10 Jul 2026, 5:00 pmClosed
PROJECT MANAGER
NIRMITHI KENDRA MALAPPURAM
CIVIL WORK
2026_DNKML_858415_2
DNKMLP/E-TENDER/36/2026-A2
Open Tender
Civil Works - Buildings
Percentage
240 days
NENMINI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
17 Sept 2026
1 Jul 2026
13 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 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 | 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 | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - |
| 1.005 | 5.2.2
Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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 | - |
| 1.006 | 5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up
to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases up to floor five level excluding the cost of centering,
shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone
III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size
derived from natural sources). | - | cum | 1 | - |
| 1.007 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | 1 | - |
| 0.999 | 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform | 0.2 | sqm | - | - |
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