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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical PARAYIL VALAPPIL VEEDU KOOTANAD P O PALAKKAD 679533 | PALAKKAD | KERALA | 679533 | - | Rejected-Technical L2 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
11 Dec 2024, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER O/o. LSGD DIVISION, JILLA PANCHAYATH, PALAKKAD
A n n u a l P l a n - D P P K D 2 0 2 4 - 2 5 RENNOVATION OF VATTENAD HIGH SCHOOL BUILDING IN PATTITHARA GP ( 113/25 )
2024_LSGD_710165_23
05/D1/ET/AEE/2024-2025
Open Tender
Civil Works - Buildings
Item Rate
270 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
14 Feb 2025
4 Dec 2024
13 Dec 2024
4 Dec 2024
11 Dec 2024
4 Dec 2024
Amount
Rennovation of School Building
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
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)
4.1.3: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) : 4 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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.
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
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
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.18.8.8.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
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
OD264812/2024-2025:Providing and fixing precoated galvanised iron profiles sheets (size shape, and, pitch of corrugation as approved by engineer in charge) .3mm(+.05%),in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat of 15-18 microns. Sheet should be protectiveguard film of 25 microns minimum to avoid scratches during transportation and should be supplied in singlelength up to 12 m or as desired by Engineer in charge. The sheet shall be fixed using self drilling/self tappingscrews of size (5.5x5mm) 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.
OD264809/2024-2025:(OD modified DAR 12.4.2) Providing ridges or hips width 60 cm or nearest overall width plain Tile proffile / Traffold sheets 0.35 mm thick. sheet fixed with polymer coated J or L hooks or bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete
OD264800/2024-2025:Supplying and fixing 150mm dia Pvc rain water gutter semi circular section including fitting with 32mmX 5mmX Ms flat supporters at 1m interval etc complete.
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
Ramp for Toilet
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
OD265794/2024-2025:DRY RUBBLE MASONRY-Dry Rubble with out concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all material labour charges etc. complete as per direction of departmental officers at site. (Od From 60.7.1)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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) : 4 graded stone aggregate 20 mm nominal size)
10.26.2:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.E.R.W. tubes
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
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
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
16.68: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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
MOHAMMED ALI P.V (BID ID -2014114)
Bidder Name
Jayaprakash T-Workscontractor
MOHAMMED ALI P.V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1119610.pdf
boq_comp_chart.xlsx
xlsx
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