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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-AOC | ₹12.0 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | T. RAMARAJAN L3 | BIJU K L4 | MATHEW V C L2 | LAKSHMANAN C L1 |
|---|---|---|---|---|---|---|---|
| 1.00Compound wall & Gate Nirmanam | |||||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 24.93 | cum | 719.26 ₹17,932.59 | 728.74 ₹18,168.95 | 706.87 ₹17,623.68 | 690.84 ₹17,224.02 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 17.11 | cum | 2,102.15 ₹35,971.99 | 2,129.84 ₹36,445.82 | 2,065.94 ₹35,352.37 | 2,019.08 ₹34,550.50 |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 63.8 | sqm | 55.77 ₹3,558.13 | 56.51 ₹3,605.34 | 54.81 ₹3,496.88 | 53.57 ₹3,417.77 |
| 1.00 | 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) | 7 | cum | 9,115.9 ₹63,811.30 | 9,235.97 ₹64,651.79 | 8,958.89 ₹62,712.23 | 8,755.7 ₹61,289.90 |
| 1.00 | 50.6.2.2: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 | 48.89 | cum | 7,613.26 ₹3.7 L | 7,713.54 ₹3.8 L | 7,482.13 ₹3.7 L | 7,312.43 ₹3.6 L |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 876.96 | sqm | 364.95 ₹3.2 L | 369.76 ₹3.2 L | 358.66 ₹3.1 L | 350.53 ₹3.1 L |
| 1.01 | 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 | 2.4 | cum | 355.04 ₹852.10 | 359.72 ₹863.33 | 348.92 ₹837.41 | 341.01 ₹818.42 |
| 1.01 | OD388557/2025-2026: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. | 11.71 | cum | 3,941.54 ₹46,155.43 | 3,993.46 ₹46,763.42 | 3,873.65 ₹45,360.44 | 3,785.8 ₹44,331.72 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 31.3 | sqm | 381.13 ₹11,929.37 | 386.16 ₹12,086.81 | 374.57 ₹11,724.04 | 366.08 ₹11,458.30 |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
20 Mar 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
DP PKD 2025-26 Construction of compound wall and entrance gate to Pudur school in Pudur GP
2026_LSGD_846245_1
14/AEE/2025-26 DT-10/03/2026
Open Tender
Civil Works - Others
150 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,763
Yes
26 May 2026
11 Mar 2026
22 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
Compound wall & Gate Nirmanam
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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)
50.6.2.2: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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
OD388557/2025-2026: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.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.111.2:Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
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.
51.2.3:Filling with Quarry Muck <br> 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
OD499304/2025-2026:Supplying and laying interloking tile 80mm or nearest size thickness ,minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness , then laying interlock.
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