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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | ₹13.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.3 LRejected-AOC ARADHANA KOLAM PANMANA P O KOLLAM | KOLLAM | KERALA | 689694 | ₹14.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BIJU P.N L1 | P.T.JAYARAJ L2 |
|---|---|---|---|---|---|
| 1.00Pallikkadav Shutter | |||||
| 1.00 | OD37646/2024-2025:Demolishing of damaged screw gear shutter of size 1.44x1.5x0.075m | 2 | each | 8,234.18 ₹16,468.36 | 8,524.25 ₹17,048.50 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.21 | cum | 2,215.9 ₹2,676.81 | 2,292.92 ₹2,769.85 |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille 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. | 8.2 | metre | 1,247.92 ₹10,232.94 | 1,291.88 ₹10,593.42 |
| 1.00 | 60.2.2: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 | 48 | hour | 401.13 ₹19,254.24 | 415.26 ₹19,932.48 |
| 1.00 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 5.88 | sqm | 887.52 ₹5,218.62 | 918.79 ₹5,402.49 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 3.12 | sqm | 845.89 ₹2,639.18 | 875.69 ₹2,732.15 |
| 1.01 | 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) | 0.62 | cum | 11,239.52 ₹6,990.98 | 11,635.46 ₹7,237.26 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 0.73 | cum | 8,589.52 ₹6,287.53 | 8,892.11 ₹6,509.02 |
| 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 | 1,523.97 | kilogram | 98.94 ₹1.5 L | 102.42 ₹1.6 L |
Tender Value
₹15.7 L
EMD Value
₹39,186
Closing Date
13 Jan 2026, 5:00 pmClosed
Executive Engineer
MI Division Kollam
DEPOSIT Maintenance of sluices Maintenance of sluices at Kavinte Kannel Pallikkadav and side protection works in Clappana PanchayathGeneral Civil Work
2025_Irrig_814352_2
IRR/IA/TR/1524/2025_5_1_1/1
Open Tender
Civil Works - Others
360 days
Clappana
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹39,186
Yes
9 Feb 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
13 Jan 2026
5 Jan 2026
Amount
Pallikkadav Shutter
OD37646/2024-2025:Demolishing of damaged screw gear shutter of size 1.44x1.5x0.075m
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
60.1.2:RING BUND Type II Putting up ring bund with earth fille 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.
60.2.2: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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
OD13669/2025-2026:Re-Setting the removed screw gear with FRP shutter (2 Nos) including all material and labour charge
OD13670/2025-2026:Providing and fixing MS base plate with nut for fixing shutter in position including all material and labour cost as per the direction of Departmental Engineer at site
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.
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.
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
OD13736/2025-2026:Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6x15 = 90m. Details of 90m length.
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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)
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.
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)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD13890/2025-2026:Engaging man coolie to remove fallen branches, debris, plastic wastes from thodu and disposing the debris appropriately as per direction of Departmental officers at site
Kavinte kannel VCB
OD38893/2024-2025:Demolishing damaged screw gear shutter of size 1.34 x 1.5 x 0.075
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
60.1.2:RING BUND Type II Putting up ring bund with earth fille 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.
60.2.2: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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
OD38880/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1m long (0.5m in old concrete and 0.5m in fresh concrete ) including drilling holes of 20mm dia to a depth of 0.5m in old concrete and filling the gap with cement grout( 0.10kg/each) etc complete.
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
OD13871/2025-2026:Re-Setting the removed screw gear with FRP shutter (2 Nos) including all material and labour charge
OD13921/2025-2026:Providing and fixing MS base plate with nut for fixing shutter in position including all material and labour cost as per the direction of Departmental Engineer at site
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.
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.
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
OD11256/2025-2026:Engaging man coolie to remove fallen branches, debris, plastic wastes from thodu and disposing the debris appropriately as per direction of Departmental officers at site
P.T.JAYARAJ (BID ID -2457420)
Bidder Name
P.T.JAYARAJ
BIJU P.N
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