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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.5 L+₹84,240.01 (1.30%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹68.4 L+₹3.7 L (5.77%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹68.9 L+₹4.2 L (6.50%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹70.9 L+₹6.2 L (9.63%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹84.0 L
EMD Value
₹50,000
Closing Date
25 Feb 2025, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD BUILDINGS DIVISON, THALASSERY
GENERAL Kalliassery School Annual Plan 2024 25 Construction Of An Auditorium For K P R Gopalan Memorial Higher Secondary School Kalliassery Kannur General Civil Work
2025_PWD_738663_1
28/2024-25
Open Tender
Civil Works - Buildings
Item Rate
365 days
kalliassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
8 May 2025
15 Feb 2025
28 Feb 2025
15 Feb 2025
25 Feb 2025
15 Feb 2025
Amount
Detailed Estimate
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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 : 8 graded stone aggregate 40 nominal size)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
12.41.2:Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
12.42.5.2:Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.50110 mm bend
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
10.19:Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
OD127531/2024-2025:Providing and fixing sandwich sheet( size, shape and pitch sheet as approved by engineer in charge) 50mm thickness with top sheet 0.4mm and bottom sheet 0.3mm with density 40kg+/-2. Sheet have protective guard film of 70 microns to avoid scratches during transportation and should be supplied with desired length approved by engineer in charge. The sheet shall be fixed using self drilling or self tapping screws with EPDM seal complete upto any pitch in horizontal or vertical or curved surface , excluding the cost of purlins, rafters and trusses and including cutting to size shape wherever required including conveyance loading and unloading charges etc
OD127532/2024-2025:Providing and fixing 200mm square 1/2 portion PVC gutter pipe with iron clamp including labour charges etc complete.
12.4.1:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.80 mm thick with zinc coating not less than 275 gm/m2
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
7.38.1.1:Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade
16.21:Engraving letters in hard stone
ASHIF PK (BID ID -2125758)
ABDUL SATHAR B A (BID ID -2124039)
JAVIS N H (BID ID -2125482)
M.V. RAMESHAN (BID ID -2126385)
FAISAL K I (BID ID -2126420)
SREEJITH P P (BID ID -2126008)
Bidder Name
ABDUL SATHAR B A
M.V. RAMESHAN
FAISAL K I
SREEJITH P P
JAVIS N H
ASHIF PK
MD SHAVEZ
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1185993.pdf
boq_comp_chart.xlsx
xlsx
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