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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC | L1 | Accepted-AOC L1 may be approve | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | BHURHANUL HAQUE K A L1 | LUKMAN.T L5 | SAIFULLAH P K L2 | SAINUL ABID M.P. L3 | CALICUT AIRPORT LCCS. LTD. L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Trusswork | ||||||||
| 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 | 24.26 | cum | 267.07 ₹6,480.19 Lowest | 295 ₹7,157.88 | 272.03 ₹6,600.54 | 273.25 ₹6,630.14 | 274.6 ₹6,662.89 |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 5.76 | cum | 487.39 ₹2,807.37 Lowest | 536 ₹3,087.36 | 496.43 ₹2,859.44 | 498.66 ₹2,872.28 | 501.14 ₹2,886.57 |
| 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) | 4.75 | cum | 5,889.69 ₹27,987.81 Lowest | 6,490 ₹30,840.48 | 5,998.98 ₹28,507.15 | 6,025.94 ₹28,635.27 | 6,055.82 ₹28,777.26 |
| 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) | 33.28 | cum | 6,210.18 ₹2,06,662.37 Lowest | 6,840 ₹2,27,621.52 | 6,325.42 ₹2,10,497.33 | 6,353.85 ₹2,11,443.42 | 6,385.35 ₹2,12,491.68 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 101.2 | sqm | 286.7 ₹29,014.04 Lowest | 320 ₹32,384 | 292.02 ₹29,552.42 | 293.33 ₹29,685 | 294.78 ₹29,831.74 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.4 | cum | 7,397.6 ₹69,537.44 Lowest | 8,150 ₹76,610 | 7,534.88 ₹70,827.87 | 7,568.75 ₹71,146.25 | 7,606.27 ₹71,498.94 |
| 1.01 | 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) | 62.1 | cum | 6,857.14 ₹4,25,828.39 Lowest | 7,640 ₹4,74,444 | 6,984.39 ₹4,33,730.62 | 7,015.78 ₹4,35,679.94 | 7,050.56 ₹4,37,839.78 |
| 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 | 1,070.64 | kilogram | 83.47 ₹89,366.32 Lowest | 93 ₹99,569.52 | 85.01 ₹91,015.11 | 85.4 ₹91,432.66 | 85.82 ₹91,882.32 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 5,520.32 | kg | 132.47 ₹7,31,276.79 Lowest | 145 ₹8,00,446.4 | 134.93 ₹7,44,856.78 | 135.54 ₹7,48,224.17 | 136.21 ₹7,51,922.79 |
Tender Value
₹37.0 L
EMD Value
₹50,000
Closing Date
20 Aug 2025, 5:00 pmClosed
Assistant Executive Enginee
Office of the Assistant Executive Engineer LIDEW Sub division, Vengara Block Panchayat
Annual Plan-Vengara BP Annual Plan 2025-26-Completion of Various works in CHC-project No 74/26
2025_LSGD_785037_3
1/AEE/VGA/TN/2025 -26
Open Tender
Civil Works - Others
Item Rate
360 days
LSGD LID and EW Subdivision, Vengara
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
18 Sept 2025
12 Aug 2025
23 Aug 2025
12 Aug 2025
20 Aug 2025
12 Aug 2025
Amount
Trusswork
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
2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
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)
4.1.6: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 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)
5.22.6: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
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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
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.
OD31265/2025-2026: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 broken stones, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
OD50700/2025-2026:Providing and fixing 200 mm wide, square cut PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat, screws and washers etc., including making necessary connections with rain water pipes etc. complete.
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
OD165686/2025-2026: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
SAIFULLAH P K (BID ID -2298274)
SAINUL ABID M.P. (BID ID -2298273)
CALICUT AIRPORT LCCS. LTD. (BID ID -2298671)
LUKMAN.T (BID ID -2298254)
Bidder Name
SAIFULLAH P K
BHURHANUL HAQUE K A
LUKMAN.T
SAINUL ABID M.P.
CALICUT AIRPORT LCCS. LTD.
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