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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC ALOOR THAYALTHOTTY HOUSE MULIYAR | ₹12.5 L | L1 | Accepted-AOC Agreement executed on 16/12/2025 |
| 2 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | L3₹12.7 LRejected-Finance RIYAS MANZIL VELICHIKALA PO KOLLAM | ₹12.7 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹13.2 LRejected-Finance | ₹13.2 L | L4 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹12.7 L
EMD Value
₹31,767
Closing Date
25 Oct 2025, 5:00 pmClosed
MANJULA NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchayat
ANNUAL PLAN KUMBALA GP 2025-26 PR NO 264/26 COMPOUND WALL AND INTERLOCK FOR PANCHAYATH OFFICE-IN WARD 23-General Civil Work
2025_LSGD_811635_4
06/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Others
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,767
Yes
30 Dec 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
Amount
INTERLOCK
OD126075/2025-2026: Taking out interlocking paving blocks including stacking of serviceable material and disposal of unserviceable material within 50 meter lead.
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
OD126076/2025-2026:od1336489/2021_2022 :Providing and laying 60mm thick factory made cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mm thick compacted bed of stone aggregate 6mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed
OD128588/2025-2026: Providing and laying departmental 60mm thick cement concrete interlocking paver block made by block machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50mm thick compacted bed of stone aggregate 6mm nominal size filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. vertically including cost and conveyance of all materials all labour charges, fabricating etc. complete. (Modified 16.68 by replacing Sand bed 6mm stone aggregate bed
COMPOUND WALL
OD126379/2025-2026:Demolishing laterite 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
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
OD126116/2025-2026:Laterite masonry with neatly dressed laterite stone 35X20X20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials,labour charge etc. (modified 50.6.7.1)
OD128650/2025-2026:Laterite masonry with neatly dressed departmental laterite stone 35X20X20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials,labour charge etc. (modified 50.6.7.1)
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)
5.1.2: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)
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)
5.3: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).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD324547/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
OD324556/2025-2026:Engraving letters in hard stone
ABDULLA B (BID ID -2408806)
RIYAS H (BID ID -2411227)
Mohammed Nuhman (BID ID -2411239)
Bidder Name
Mohammed Nuhman
ABDULLA B
RIYAS H
ABDULLA A T
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