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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC THIRUVILWAMALA PO THRISSUR PIN 680588 | THRISSUR | THRISSUR | KERALA | 680588 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹13.7 L (11.8%)Rejected-AOC | ₹1.3 Cr+₹13.7 L (11.8%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.4 Cr+₹22.7 L (19.5%)Rejected-AOC | ₹1.4 Cr+₹22.7 L (19.5%) | L3 | Rejected-AOC L3 |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
20 Mar 2025, 11:30 amClosed
Superintending Engineer, PWD BCC Thrissur
Superintending Engineer, PWD Building Central Circle, Thrissur
Estimate prepared for the construction of stage, Retaining wall for the play ground at Model Residential School Chelakkara.
2025_PWD_738589_2
PWD/BLDG/TR/7467/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
360 days
Chelakkara
Please refer Tender documents.
13 documents required · 13 mandatory
₹6,508
Yes
₹50,000
Yes
26 Apr 2025
7 Mar 2025
22 Mar 2025
7 Mar 2025
20 Mar 2025
7 Mar 2025
Amount
Play Ground
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.7.1: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.Ordinary rock
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
2.7.3: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.Hard rock (blasting prohibited)
OD204380/2024-2025:Earth work excavation for cutting Excess earth to maintain level difference by mechanical means over areas disposed earth to keep for further necessary filling. All kinds of soil.
OD251461/2024-2025:Dowel bars- Supplying and providing TMT dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete)including drilling holes of 100mm dia to a depth of 1m in rock and filling the gap with cement grout (0.15kg/each) etc .complete
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)
4.1.5: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 : 6 graded stone aggregate 20 mm nominal size)
OD203000/2024-2025:Dry rubble masonry without concrete leveling course using departmental rubble including packing to compactness to lines and levels labour charges, etc. including breaking department rubble obtained from the site as per the direction of Departmental officers at site.
OD215141/2024-2025:Providing and fixing PVC pipes as weep hole including fixing the pipe in position for retaining wall, This included joining of pipes with one step PVC solvent cement at joints complete as per direction of engineer-in-charge 75mm dia 4kgf/cm2
OD251453/2024-2025:Random rubble masonry using departmental rubble in foudation and up to plinth level with Cement mortar 1:6 (1 cement :6 coarse sand ), including breaking department rubble obtained from the site as per the direction of Departmental officers at site.
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
OD214567/2024-2025:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Cement content obtained as per mix design shall be used by the contractor at site to obtained the required strength ,There will be no additional payment for the excess cement used as per designed mix separately as per circular number CE/BL/GL/6541/2015 Dtd 30.08.2017 of CE BLDS . All work above plinth level upto floor V level.
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.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
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.
OD214576/2024-2025:Supplying and fixing 50mm*50mm 10gauge chain link TATAs galvanised iron wire for fencing including conveyance necessary fittings all labour charges etc.complete
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
11.4:52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
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.
OD231870/2024-2025:supplying and fixing 200mm Square UPVC half cut section with brackets at the end of sheet or tiled roof for rain water collection including all cost and materials,conveyance, labour charge etc. complete
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, 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 using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
18.7.4:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32 mm nominal outer dia pipes
18.7.5:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40 mm nominal outer dia pipes
18.7.6:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes
18.9.3:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work25 mm nominal outer dia pipes
OD17693/2023-2024:Supplying and fixing 40mm UPVC Valve
OD215176/2024-2025:providing and fixing 15mm CP long body tap including all cost conveyance and labour charges etc complete
OD257475/2024-2025:Supplying and fixing black/white granite stone 1 nos of size 60cm x 90cm including engraving letters of size 2.15Cms (letters 500nos ),all kind of labour and material charges etc.complete
K HARINARAYANAN (BID ID -2164459)
MOHANAN.P (BID ID -2164461)
Bidder Name
K HARINARAYANAN
M K Siddic
MOHANAN.P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1208102.pdf
boq_comp_chart.xlsx
xlsx
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