Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | ANISH MATHEW L1 | BENEESH KR L2 |
|---|---|---|---|---|---|
| 1.00Construction of open air auditorium | |||||
| 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 | 32.12 | cum | 347.13 ₹11,151.55 | 300 ₹9,637.5 Lowest |
| 1.00 | OD65823/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing | 10.12 | cum | 3,853.69 ₹39,018.61 | 3,000 ₹30,375 Lowest |
| 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) | 67.48 | cum | 7,655.16 ₹5,16,539.58 Lowest | 7,800 ₹5,26,312.8 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 251.66 | cum | 703.86 ₹1,77,136.22 | 660 ₹1,66,098.24 Lowest |
| 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) | 20.84 | cum | 10,121.66 ₹2,10,935.39 Lowest | 10,488 ₹2,18,569.92 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.98 | cum | 12,325.15 ₹49,029.45 Lowest | 12,772 ₹50,807.02 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 126.4 | sqm | 736.18 ₹93,053.15 Lowest | 762 ₹96,316.8 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 13.6 | sqm | 973.25 ₹13,236.2 Lowest | 1,008 ₹13,708.8 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 130 | sqm | 306.2 ₹39,806 Lowest | 317 ₹41,210 |
Tender Value
₹62.7 L
EMD Value
₹50,000
Closing Date
22 Sept 2025, 6:00 pmClosed
ASSISTANT EXCECUTIVE ENGINEER
ASSISTANT EXCECUTIVE ENGINEER, EDAPALLY ZONAL OFFICE
EYE2/24351-MLA-ADS-25-26 (T.J.VINOD MLA)CONSTRUCTION OF OPEN AIR AUDITORIUM IN ELAMAKKARA HSS SCHOOL IN DIVISION 34-EDAPPALLY ZONAL OFFICE, KMC-General Civil Work
2025_LSGD_789824_13
EYE2/7600/22
Open Tender
Civil Works - Buildings
Item Rate
180 days
EDAPALLY ZONAL OFFICE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
Yes
₹50,000
Yes
1 Dec 2025
16 Sept 2025
23 Sept 2025
16 Sept 2025
22 Sept 2025
16 Sept 2025
Amount
Construction of open air auditorium
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
OD65823/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing
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)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD63536/2025-2026:Structural steel work riveted, bolted or welded in built up sections for solid beam and column including cutting, hoisting, fixing in position using MS plate 8mm thick and labour for bending at required shape , applying a priming coat of approved steel primer all complete as per the instruction of Eng- in Charge ( I section using 8mm MS sheet )
OD65813/2025-2026:Providing and fixing 200mm wide square PVC rain water gutter including all necessary fittings and making all necessary connections complete as per the direction of Engineer in charge at site
OD65829/2025-2026:od1559313/2021_2022 Providing and fixing precoated aluminium traffold sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.45 mm 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 or crimpled surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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
OD65817/2025-2026:Supply and Fixing 3D Acrylic letters in malalyalam 20-25 cm/english letters in 20-25 cm for name board etc complete as per the direction of engineer in charge at site
OD65819/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 1 sqm including engraving and painting letters etc complete as per direction of Engineer in charge at site
BENEESH KR (BID ID -2351273)
Bidder Name
ANISH MATHEW
BENEESH KR
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .