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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.1 LAccepted-AOC | ₹79.1 L | L1 | Accepted-AOC LOWEST BIDDER SINCE ACCEPTED |
| 2 | L2₹79.2 L+₹7,821.36 (0.10%)Rejected-AOC | ₹79.2 L+₹7,821.36 (0.10%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | H SHAJI L1 | diyaconstructions L2 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL FOR ANGANWADI | |||||
| 1.00 | Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer -in- Charges:In cement mortar | 1.75 | cum | 2,542 ₹4,461.21 Lowest | 2,542 ₹4,461.21 Lowest |
| 1.00 | 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 | 4.69 | cum | 359 ₹1,684.07 Lowest | 359.72 ₹1,687.45 |
| 1.00 | 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) | 9.45 | cum | 8,343 ₹78,841.35 Lowest | 8,343.49 ₹78,845.98 |
| 1.00 | 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) | 0.64 | cum | 9,235 ₹5,919.64 Lowest | 9,235.97 ₹5,920.26 |
| 1.00 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or
nearest available size confirming to IS 2185 part I of 1979 for super structure up to
floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc
complete | 5.62 | cum | 7,713 ₹43,316.21 Lowest | 7,713.54 ₹43,319.24 |
| 1.01 | 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 40 mm nominal size derived from natural sources) | 0.23 | cum | 8,364 ₹1,881.9 Lowest | 8,364.57 ₹1,882.03 |
| 1.01 | Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 1.5 | sqm | 386 ₹579 Lowest | 386.16 ₹579.24 |
| 1.01 | Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 7.2 | sqm | 1,008 ₹7,257.6 Lowest | 1,008.55 ₹7,261.56 |
| 1.01 | 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) | 0.28 | cum | 10,488 ₹2,947.13 Lowest | 10,488.77 ₹2,947.34 |
Tender Value
₹79.2 L
EMD Value
₹50,000
Closing Date
19 Feb 2026, 6:00 pmClosed
PROJECT MANAGER
Office of the District Nirmithi Kendra Adoor - Pathanamthitta.
MLA-SDF-GENERAL- AMBEDKAR SETTLEMENT DEVELOPMENT SCHEME FOR PAMBINI ST UNNATHY-NKP 53/2024 - 25-General Civil Work
2026_DNK_835553_1
07/TS/DNK/2025-26
Limited
Civil Works - Buildings
Item Rate
365 days
CHITTAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Aug 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL FOR ANGANWADI | |||||
| 1.001 | Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | 336.27 | ₹335.93 |
| 1.002 | 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 | 1 | cum | 7,819.05 | ₹7,811.23 |
| 1.003 | 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 | 10,366.54 | ₹10,356.17 |
| 1.004 | 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) | - | cum | 360.97 | - |
| 1.005 | Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or
nearest available size confirming to IS 2185 part I of 1979 for super structure up to
floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc
complete | 1 | cum | 105.1 | ₹104.99 |
| 1.006 | 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 40 mm nominal size derived from natural sources) | - | cum | 1,011.6 | - |
| 1.007 | Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | 360.97 | - |
| 1.008 | Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | - | sqm | 257.63 | - |
| 1.009 | 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 | 3,993.46 | - |
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