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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC aoc | |
| 2 | L2₹2.3 L+₹1,269.12 (0.55%)Rejected-Finance OTTAPLAVILA HOUSE PALLIMURI PORUVAZHY AMBALATHUM BHAGOM P O KOLLAM | KOLLAM | KOLLAM | KERALA | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.4 L+₹12,195.08 (5.27%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹2.4 L+₹12,708.23 (5.50%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | G GOPAKUMARAN PILLAI L4 | AZEEZKUTTY L1 | RAJESH KUMAR S L3 | Badarudeen M L2 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance of Homeo Hospital | |||||||
| 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 | 3.95 | cum | 345.33 ₹1,363.36 | 327.35 ₹1,292.38 Lowest | 344.61 ₹1,360.52 | 329.14 ₹1,299.44 |
| 1.00 | 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) | 0.04 | cum | 7,615.57 ₹274.16 | 7,218.93 ₹259.88 Lowest | 7,599.71 ₹273.59 | 7,258.59 ₹261.31 |
| 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) | 0.3 | cum | 8,866.53 ₹2,659.96 | 8,404.73 ₹2,521.42 Lowest | 8,848.06 ₹2,654.42 | 8,450.91 ₹2,535.27 |
| 1.00 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 197.12 | kg | 221.69 ₹43,698.42 | 210.15 ₹41,423.72 Lowest | 221.23 ₹43,607.75 | 211.3 ₹41,650.4 |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 73.48 | kg | 179.57 ₹13,194.09 | 170.22 ₹12,507.08 Lowest | 179.19 ₹13,166.16 | 171.15 ₹12,575.42 |
| 1.01 | OD368754/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch
ofcorrugation as
approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating
120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both
side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film
of 25 microns minimumtoavoid scratchesduring transportation and should be supplied in single
length upto 12 metre or as
desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws
ofsize
(5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces,
excludingthe cost of purlins, rafters and trusses and including cutting tosize and shape wherever
required | 56.48 | sqm | 596.26 ₹33,679.75 | 565.2 ₹31,925.32 Lowest | 595.01 ₹33,609.14 | 568.31 ₹32,100.99 |
| 1.01 | OD368755/2025-2026:Supplying and fixing 200mm PVC rain water gutter 2.5kg/cm2semicircular section including supports with MS flats | 6.7 | 1 meter | 377.94 ₹2,532.2 | 358.26 ₹2,400.34 Lowest | 377.16 ₹2,526.97 | 360.23 ₹2,413.54 |
| 1.01 | OD367610/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 2.96 | cum | 1,975.88 ₹5,844.65 | 1,872.97 ₹5,540.25 Lowest | 1,971.77 ₹5,832.5 | 1,883.26 ₹5,570.68 |
| 1.01 | OD378228/2025-2026: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 6mm chips filling the joints with fine sand etc. all complete as per the
direction of Engineer-in-charge. | 25 | sqm | 1,111.12 ₹27,778 | 1,053.25 ₹26,331.25 Lowest | 1,108.81 ₹27,720.25 | 1,059.04 ₹26,476 |
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
2 Feb 2026, 6:00 pmClosed
FASEELA BEEVI A
ae lid and ew
(Retender)Annual plan-Proj 76/25 maintenance of roo sheet in homeo and ayurveda hospital
2025_LSGD_820008_4
06/25/AE/LIDEW/MNPY
Open Tender
Civil Works - Buildings
Item Rate
270 days
AE LID AND EW MNPLY
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,353
Yes
14 May 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Maintenance of Homeo Hospital
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
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)
4.1.3: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)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD368754/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimumtoavoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excludingthe cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
OD368755/2025-2026:Supplying and fixing 200mm PVC rain water gutter 2.5kg/cm2semicircular section including supports with MS flats
OD367610/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD378228/2025-2026: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 6mm chips filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD370798/2025-2026: departmental 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 6mm chips filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD374732/2025-2026: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. Details of cost for 1 cum.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
maintanance of Ayurveda Hospital
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
OD368462/2025-2026:Using departmental material Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimumtoavoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excludingthe cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
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
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)
4.1.3: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)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD367527/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimumtoavoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excludingthe cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
OD367528/2025-2026:Supplying and fixing Superior quality rain water gutter 200 mm trapezoidal section including fitting with 200x6mm MS flat etc complete.
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