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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/456/21-22 | |
| 2 | 2₹7.7 L+₹1.2 L (18.4%)Rejected-Finance ARACKAL HOUSE EDAPPAL P O MALAPPURAM 679576 | MALAPPURAM | MALAPPURAM | KERALA | 679576 | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical AVANAKKATT HOUSE KALADI P O MALAPPURAM KERALA 679582 | MALAPPURAM | MALAPPURAM | KERALA | 679582 | - | Rejected-Technical L3 |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
1 Mar 2022, 6:55 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEERLID and EW DIVISION, MALAPPURAM DISTRICT PANCHAYATHCIVIL STATION (PO), MALAPPURAM -676505
Malappuram DP Annual Plan (2021-22), Project No 1133-22 PCNGHSS Mookkuthala Stage cum Auditorium - Nannamukku
2022_LSGD_476180_3
DB4/TN/18/21-22
Open Tender
Civil Works - Buildings
Item Rate
300 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,360
₹25,000
Yes
15 Apr 2022
21 Feb 2022
4 Mar 2022
21 Feb 2022
1 Mar 2022
21 Feb 2022
Amount
construction
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)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
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
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
51.20 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
10.25.1 : Item Shifted to head 14 as item 14.74Steel 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
Mohamed iqbal A.
RIJIN A
NANDAKUMAR U V
Bidder Name
NANDAKUMAR U V
Mohamed iqbal A.
RIJIN A
Sathyanarayanan
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finance_683238.pdf
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