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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical MANJAPRA 683 581 EKM DIST | ERNAKULAM | KERALA | 683581 | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | K. S. POLY L7 | SABU SEBASTIAN L6 | ANTONY C D L2 | Jinson Poulose L1 | ABHIJITH T S L4 | ASHRAF E K L3 | Sijo P. L L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Auditorium | ||||||||||
| 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 | 14 | cum | 220 ₹3,080 | 235.09 ₹3,291.26 | 226 ₹3,164 | 211.98 ₹2,967.72 Lowest | 232 ₹3,248 | 232 ₹3,248 | 234.7 ₹3,285.8 |
| 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) | 1.4 | cum | 7,500 ₹10,500 | 7,238.76 ₹10,134.26 | 6,976 ₹9,766.4 | 6,527.18 ₹9,138.05 Lowest | 7,152 ₹10,012.8 | 7,147 ₹10,005.8 | 7,226.86 ₹10,117.6 |
| 1.00 | 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) | 7.22 | cum | 9,500 ₹68,561.5 | 9,571 ₹69,073.91 | 9,224 ₹66,569.61 | 8,630.16 ₹62,283.86 Lowest | 9,456 ₹68,243.95 | 9,450 ₹68,200.65 | 9,555.27 ₹68,960.38 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 45.92 | sqm | 280 ₹12,857.6 Lowest | 352.37 ₹16,180.83 | 339 ₹15,566.88 | 317.73 ₹14,590.16 | 348 ₹15,980.16 | 347 ₹15,934.24 | 351.79 ₹16,154.2 |
| 1.00 | 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 | 577.36 | kilogram | 105 ₹60,622.8 | 102.59 ₹59,231.36 | 101 ₹58,313.36 | 92.51 ₹53,411.57 Lowest | 101 ₹58,313.36 | 101 ₹58,313.36 | 102.42 ₹59,133.21 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 2,027.66 | kilogram | 100 ₹2,02,765.8 | 106.48 ₹2,15,905.02 | 102 ₹2,06,821.12 | 96.01 ₹1,94,675.44 Lowest | 105 ₹2,12,904.09 | 105 ₹2,12,904.09 | 106.3 ₹2,15,540.05 |
| 1.01 | OD369154/2025-2026:Providing and fixing precoated galvanised iron profile PUF sheets (size,shape and pitch of
corrugation as approved by Engineer-in-charge)30mm over all thickness and external face
consists of 0.4mm and internal face consists of 0.30mm thick sheets having total coated
thickness with zinc coating 120 grams per sqm as per IS :277, in 240mpa 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 oras desired by Engineerin-
charge.The sheets are sandwiched with a core which is an insulated panel and is made of
polyurethane PIR mineral wool. The sheet shall be fixed using self drilling/self tapping screws
of size(5.5x110mm) 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 where ever required | 456 | sqm | 2,215 ₹10,10,040 | 2,073.12 ₹9,45,342.72 | 1,997 ₹9,10,632 | 1,869.33 ₹8,52,414.48 Lowest | 2,048 ₹9,33,888 | 2,046 ₹9,32,976 | 2,069.71 ₹9,43,787.76 |
| 1.01 | OD369153/2025-2026:Supplying and fixing GI ridge capping using 0.40mm thick PUF sheets or nearest including SS
screws, plain and bitumen washers etc all complete | 28.5 | metre | 560 ₹15,960 | 523.31 ₹14,914.34 | 503 ₹14,335.5 | 471.87 ₹13,448.3 Lowest | 517 ₹14,734.5 | 516 ₹14,706 | 522.45 ₹14,889.83 |
| 1.01 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 2,760.96 | kg | 180 ₹4,96,972.8 | 177.27 ₹4,89,435.38 | 170 ₹4,69,363.2 | 159.85 ₹4,41,339.46 Lowest | 175 ₹4,83,168 | 175 ₹4,83,168 | 176.98 ₹4,88,634.7 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2026_LSGD_846483_1
ET262/DPEKM/AE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
240 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Oct 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Auditorium | |||||
| 1.001 | 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 | 14 | cum | - | - |
| 1.002 | 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) | 1.4 | cum | - | - |
| 1.003 | 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) | 7.22 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 45.92 | sqm | - | - |
| 1.005 | 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 | 577.36 | kilogram | - | - |
| 1.006 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 2,027.66 | kilogram | - | - |
| 1.007 | OD369154/2025-2026:Providing and fixing precoated galvanised iron profile PUF sheets (size,shape and pitch of
corrugation as approved by Engineer-in-charge)30mm over all thickness and external face
consists of 0.4mm and internal face consists of 0.30mm thick sheets having total coated
thickness with zinc coating 120 grams per sqm as per IS :277, in 240mpa 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 oras desired by Engineerin-
charge.The sheets are sandwiched with a core which is an insulated panel and is made of
polyurethane PIR mineral wool. The sheet shall be fixed using self drilling/self tapping screws
of size(5.5x110mm) 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 where ever required | 456 | sqm | - | - |
| 1.008 | OD369153/2025-2026:Supplying and fixing GI ridge capping using 0.40mm thick PUF sheets or nearest including SS
screws, plain and bitumen washers etc all complete | 28.5 | metre | - | - |
| 1.009 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 2,760.96 | kg | - | - |
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