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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | ₹5.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance l2 |
| 3 | L3₹6.0 LRejected-Finance | ₹6.0 L | L3 | Rejected-Finance l3 |
| Sl No | Description | Qty | Unit | VISWANATHAN O, BEAULA CONSTRUCTION L3 | SUBRAMANIAN K L2 | MUHAMMAD AFSAL A L1 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | OD460624/2025-2026:Demolishing laterite 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 | 2.4 | cum | 808 ₹1,939.20 | 372 ₹892.80 | 1,769.4 ₹4,246.56 |
| 1.00 | 15.9.1: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 Lime Mortar | 6.12 | cum | 1,099 ₹6,725.88 | 1,022.07 ₹6,255.07 | 994.7 ₹6,087.56 |
| 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 | 16.83 | cum | 330 ₹5,553.24 | 306.9 ₹5,164.51 | 298.8 ₹5,028.21 |
| 1.00 | OD344159/2025-2026:Dry rubble masonry 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. | 5.6 | cum | 3,668 ₹20,533.46 | 3,534 ₹19,783.33 | 3,456.2 ₹19,347.81 |
| 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 | 10.48 | sqm | 354 ₹3,709.92 | 329.22 ₹3,450.23 | 320.8 ₹3,361.98 |
| 1.01 | 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) | 3.19 | cum | 8,483 ₹27,060.77 | 7,889.19 ₹25,166.52 | 7,672.9 ₹24,476.55 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.55 | cum | 6,951.9 ₹80,308.35 | 6,464.43 ₹74,677.10 | 6,287.7 ₹72,635.51 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 117.2 | sqm | 339.6 ₹39,801.12 | 315.27 ₹36,949.64 | 307.2 ₹36,003.84 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 29.22 | sqm | 771 ₹22,528.62 | 717.03 ₹20,951.62 | 697.5 ₹20,380.95 |
Tender Value
₹6.0 L
EMD Value
₹14,921
Closing Date
26 Feb 2026, 6:00 pmClosed
AELSGD KADALUNDY
AELSGD KADALUNDY
WORKS
2026_LSGD_837799_1
AE/LSGD/KDY/TENDER/11/25-26
Open Tender
Civil Works - Buildings
240 days
KADALUNDY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,320
Yes
₹14,921
Yes
27 May 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
DETAILED ESTIMATE
OD460624/2025-2026:Demolishing laterite 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
15.9.1: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 Lime Mortar
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
OD344159/2025-2026:Dry rubble masonry 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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above 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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD460623/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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)
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
OD459671/2025-2026:DERIVED13.52.1 Finishing with polyurethene paint (one coat)at all location prepared and applied as per manufacture including epoxy based primer,(one coat)manualpreparation of surface including wire brush and papering etc...complte
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)
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