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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC N A | ₹12.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.03/2026 dtd.12/03/2026 of Chekkiad GP |
| 2 | L2₹13.6 LRejected-AOC | ₹13.6 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Basheer P C L1 | T KUNHIRAMAN L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF PARAPPOYIL PALLI THANAKKOTTOOR V C B WARD 2 | |||||
| 1.00 | OD386344/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work. etc. complete. | 12 | metre | 1,344.21 ₹16,130.52 | 1,438 ₹17,256 |
| 1.00 | OD386359/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection, cost of fuel, lubrication oil and other stores,
pay of staff etc complete (DAR 60.2.2) | 105 | hour | 322.5 ₹33,862.5 | 345 ₹36,225 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 59.13 | cum | 240.45 ₹14,217.81 | 257 ₹15,196.41 |
| 1.00 | 4.1.6: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) | 94.02 | cum | 7,806.93 ₹7,34,038.79 | 8,353 ₹7,85,382.47 |
| 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) | 3.6 | cum | 8,620.24 ₹31,032.86 | 9,223 ₹33,202.8 |
| 1.01 | 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) | 2.59 | cum | 9,789.52 ₹25,374.44 | 10,474 ₹27,148.61 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 35.3 | sqm | 360.41 ₹12,722.47 | 385 ₹13,590.5 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 82 | sqm | 783.63 ₹64,257.66 | 838 ₹68,716 |
| 1.01 | 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 | 334.5 | kilogram | 104.93 ₹35,099.09 | 112 ₹37,464 |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
18 Mar 2026, 10:00 amClosed
SHEELA P R
ASSISTANT ENGINEER LID EW SECTION CHEKKIAD GP
Annual Plan CHEKKIAD GP 2025 2026 P100 CONSTRUCTION OF PARAPPOYIL PALLI THANAKKOTTOOR V C B WARD 2General Civil Work
2026_LSGD_842834_16
009/2025-26/AE/LIDEW/CKD
Open Tender
Civil Works - Buildings
180 days
CHEKKIAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,775
Yes
24 Jun 2026
10 Mar 2026
19 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
CONSTRUCTION OF PARAPPOYIL PALLI THANAKKOTTOOR V C B WARD 2
OD386344/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc. complete.
OD386359/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete (DAR 60.2.2)
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
4.1.6: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)
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD412045/2025-2026: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
OD412047/2025-2026:60.63.2 FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
OD412048/2025-2026:60.63.1 FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
OD412046/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing
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