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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC ALUKKA MOOKKANNOOR | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.3 L+₹33,399.97 (4.77%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹7.6 L+₹57,217.48 (8.16%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ELDO ALIAS L1 | Dilu K Johnson, D K Constructions L2 | K. P. SIBY L3 |
|---|---|---|---|---|---|---|
| 1.00Buds school maintenance | ||||||
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 16.94 | sqm | 836.28 ₹14,166.58 Lowest | 850 ₹14,399 | 904.53 ₹15,322.74 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.79 | cum | 11,694.66 ₹32,604.71 Lowest | 12,500 ₹34,850 | 12,649.05 ₹35,265.55 |
| 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 | 284.38 | kilogram | 97.81 ₹27,814.82 Lowest | 100 ₹28,437.6 | 105.8 ₹30,086.98 |
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 218.34 | sqm | 307.64 ₹67,170.12 Lowest | 350 ₹76,419 | 332.75 ₹72,652.64 |
| 1.00 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 6.38 | sqm | 276.06 ₹1,761.26 Lowest | 300 ₹1,914 | 298.59 ₹1,905 |
| 1.01 | 13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | 20.5 | sqm | 421.72 ₹8,645.26 Lowest | 450 ₹9,225 | 456.13 ₹9,350.67 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 245.22 | sqm | 70.34 ₹17,248.77 | 60 ₹14,713.2 Lowest | 76.08 ₹18,656.34 |
| 1.01 | 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 | 245.22 | sqm | 150.41 ₹36,883.54 | 140 ₹34,330.8 Lowest | 162.68 ₹39,892.39 |
| 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 | 2,044.85 | kg | 169.01 ₹3,45,600.1 Lowest | 175 ₹3,57,848.75 | 182.81 ₹3,73,819.03 |
Tender Value
₹8.1 L
EMD Value
₹20,142
Closing Date
23 Sept 2025, 10:00 amClosed
Prasad V.S
O/O The Asst Ex Engineer,Angamaly Municipality
Annual Plan-ANGAMALY MUNICIPALITY 2024-25-BUDS SCHOOL MAINTANENCE Pro no 344/2026-(AMC)-General Civil Work
2025_LSGD_783126_12
PW 15579/25
Open Tender
Civil Works - Buildings
Item Rate
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,780
Yes
₹20,142
Yes
5 Dec 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
Amount
Buds school maintenance
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 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
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
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
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
OD283128/2025-2026:Providing and fixing pre coated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 up to 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 up to 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. Details of cost for 216.14 sqm (External dimension of plinth). Area of roof = 20.2x10.70 m =216.14 sqm.
OD283125/2025-2026: Providing and fixing rain water gutter semi square section using 150mm width 4kgf PVC pipe including fitting with 32x5mm flat supporting at 1.00m intervals,including centre drop, elbow, complete as per direction of Engineer in charge at site
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
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
Dilu K Johnson, D K Constructions (BID ID -2352464)
K. P. SIBY (BID ID -2352705)
Bidder Name
K. P. SIBY
Dilu K Johnson, D K Constructions
ELDO ALIAS
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