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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-Finance | ₹14.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹15.4 LAccepted-Finance | ₹15.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹16.0 LAccepted-Finance | ₹16.0 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | ABDUL RAHIMAN K A L3 | SATHEESH M L2 | C. UDAYAN L1 |
|---|---|---|---|---|---|---|
| 1.00THODU PROTECTION | ||||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 10 | hour | 309.91 ₹3,099.10 | 298.38 ₹2,983.80 | 275.97 ₹2,759.70 |
| 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 | 52 | cum | 231.06 ₹12,015.12 | 222.51 ₹11,570.52 | 205.76 ₹10,699.52 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 104 | cum | 117.5 ₹12,220 | 113.16 ₹11,768.64 | 104.63 ₹10,881.52 |
| 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 | 280.54 | cum | 322.64 ₹90,514.72 | 310.69 ₹87,162.22 | 287.31 ₹80,603.10 |
| 1.00 | OD460805/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 255.36 | cum | 5,488.39 ₹14.0 L | 5,285.13 ₹13.5 L | 4,887.39 ₹12.5 L |
| 1.01 | OD473819/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure above plinth level including all cost of materials, labour charges etc. | 2.85 | cum | 6,279.82 ₹17,910.05 | 6,047.25 ₹17,246.76 | 5,592.16 ₹15,948.84 |
| 1.01 | OD424241/2025-2026:Supplying and fixing Concrete door frames of size 80x210 cm including cost and conveyance
of all materials and labour charges etc. complete including reinforcement work and form work
etc. complete | 1 | each | 2,123.08 ₹2,123.08 | 2,019.82 ₹2,019.82 | 1,890.23 ₹1,890.23 |
| 1.01 | 50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood | 0.96 | sqm | 2,990.72 ₹2,871.09 | 2,879.99 ₹2,764.79 | 2,663.23 ₹2,556.70 |
| 1.01 | 50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood | 1.2 | sqm | 2,679.78 ₹3,215.74 | 2,580.59 ₹3,096.71 | 2,386.36 ₹2,863.63 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹41,980
Closing Date
9 Mar 2026, 10:50 amClosed
AE Bedadka Gp
AE Bedadka Gp
BEDADKA GP PRO NO 241 2025 26 BEDIRA POND RESTORATION AND CANAL COSTRUCTION BEDIRA POND RESTORATION AND CANAL COSTRUCTION
2026_LSGD_841930_3
09 AE LID AND EW BDKA PHASE IX
Open Tender
Civil Works - Others
Bedadka Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹41,980
Yes
26 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
THODU PROTECTION
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
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
OD460805/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD473819/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure above plinth level including all cost of materials, labour charges etc.
OD424241/2025-2026:Supplying and fixing Concrete door frames of size 80x210 cm including cost and conveyance of all materials and labour charges etc. complete including reinforcement work and form work etc. complete
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per 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 minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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)
5.22.6: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
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