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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC SREEMAILAM CHANGANKAVU KUTTIPPURAM P O MALAPPURAM 679571 | KUTTIPPURAM | MALAPPURAM | KERALA | 679571 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/140/22-23 | |
| 2 | 2₹8.7 L+₹24,345 (2.87%)Rejected-Finance MAMBY HOUSE MELMURI SOUTH P O | MELMURI | MALAPPURAM | KERALA | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical 676502 | MALAPPURAM | KERALA | 676502 | - | Rejected-Technical L3 |
Tender Value
₹11 L
EMD Value
₹27,500
Closing Date
28 Oct 2022, 6:55 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID and EW DIVISION, MALAPPURAM DISTRICT PANCHAYATHCIVIL STATION (PO), MALAPPURAM -676505
Annual Plan-Malappuram DP Annual Plan (2022-23), Project No 19-22 Completion works for Open auditorium in GVHSS Paravanna at Vettom-.-General Civil Work
2022_LSGD_517951_2
DB4/TN/15/22-23
Open Tender
Civil Works - Buildings
Item Rate
240 days
Malappuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,950
₹27,500
Yes
12 Jan 2023
19 Oct 2022
29 Oct 2022
19 Oct 2022
28 Oct 2022
19 Oct 2022
Amount
CONSTRUCTION OF AUDITORIUM
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)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.19:Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost.)
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
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.
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
Afsal razi
P.P Mohammed Haneefa
Bidder Name
P.P Mohammed Haneefa
Afsal razi
PRADEEP KUMAR P S
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