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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹7.4 L+₹28,671.41 (4.04%)Rejected-AOC | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹7.6 L+₹53,386.61 (7.53%)Rejected-AOC | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹8.0 L+₹89,601.04 (12.6%)Rejected-Finance | L4 | Rejected-Finance Forth Lowest | |
| 5 | L5₹9.1 L+₹2.0 L (27.7%)Rejected-Finance LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | L5 | Rejected-Finance Fifth Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,080
Closing Date
24 Dec 2024, 4:00 pmClosed
Assistant Executive Engineer
PWD,Special Buildings subdivision,Gandhinagar.
The Superintendent ICH Kottayam has requested for construction of car parking shed near oxygen plant at ICH Kottayam Provisions added for GI builtup sections and purlin sections 0.50 mm GI sheet for roof CC for post and for flooring etc.
2024_PWD_717171_1
PWD/BLDG/10023/2024-2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
MCH
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,860
₹21,080
20 Jan 2025
17 Dec 2024
27 Dec 2024
17 Dec 2024
24 Dec 2024
17 Dec 2024
Amount
Appendix A
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
2.8.1: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
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.
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD194525/2024-2025:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications without priming coat On steel work
OD193450/2024-2025: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 6mm metal, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
RONY GEORGE (BID ID -2032889)
Mohammed Nasim K N (BID ID -2030128)
SHAJI PAILYE (BID ID -2030692)
Shajimon Joseph (BID ID -2032030)
Jincy Mathew (BID ID -2033342)
Bidder Name
ANIL GEORGE SEBASTIAN
Shajimon Joseph
SHAJI PAILYE
Mohammed Nasim K N
RONY GEORGE
Jincy Mathew
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1132101.pdf
boq_comp_chart.xlsx
xlsx
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