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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.6 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/087/22-23 | |
| 2 | 2₹39.2 L+₹64,720 (1.68%)Rejected-Finance VADAKE EDIVETTIYAKATH EZHUGANIYIL HOUSE KANUR | KANNUR | KERALA | 670001 | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L6 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical 676502 | MALAPPURAM | KERALA | 676502 | - | Rejected-Technical L3 |
Tender Value
₹55.3 L
EMD Value
₹50,000
Closing Date
19 Dec 2022, 6:55 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER LID and EW DIVISION, MALAPPURAM DISTRICT PANCHAYATH, CIVIL STATION (PO), MALAPPURAM -676505
LAC-ADS-(2018-19), Thavanur LAC - Work Proposed By Hon. MLA Dr. K.T. JALEEL (ID 15818)-EG Canal Road and Construction of Small bridge across canal connecting Thriprangode, Purathur Grama panchayaths - Triprangode-General Civil Work
2022_LSGD_537926_27
DB4/TN/19/21-22
Open Tender
Civil Works - Canal
Item Rate
300 days
Malappuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,950
₹50,000
Yes
15 Jan 2023
12 Dec 2022
22 Dec 2022
12 Dec 2022
19 Dec 2022
12 Dec 2022
Amount
Small bridge & Road concrete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD35073/2022-2023:Providing and fixing G.I pipes complete - 50mm nominal dia
OD35417/2022-2023:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1cement:6coarse sand:12 graded stone aggregate 20mm nominal size) upto plinth level with Cement mortar 1:6(1cement:6coarse sand)
OD35080/2022-2023:Filling with contractors own earth(excluding rock)in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge.( consolidation by power roller)
OD314568/2022-2023:[OD from DAR 51.2.3] - Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade Details of cost for 300 cum
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
OD41851/2022-2023:Painting with synthetic enamal paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Road work & side protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD45532/2022-2023:DRY RUBBLE MASONRY - Dry rubble without concrete levelling coursae masonry with good quality blasted rubble, inlcuidng packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD35453/2022-2023:Filling with contractors own earth(excluding rock)in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m as per direction of site Engineer-in-charge.( consolidation by power roller)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
OD35468/2022-2023:Providing and laying non-pressure NP2 class (light duty)R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement:2 fine sand) including testing of joints etc. complete:
OD35469/2022-2023:Providing and fixing granite Inauguration board 18mm thick gang saw cut, mirror, polished, pre molded and pre polished, machine cut for Inauguration board of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4(1 cement:4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, molding and polishing to edges to give high gloss finish and engraving letters as per direction of officers etc. complete at all levels.Area of slab over 0.50 sqm.
VEA SHANAVAS
P.P Mohammed Haneefa
PRADEEP KUMAR P S
mohammed
M P MUSHTHAK
Bidder Name
SALIM P
M P MUSHTHAK
VEA SHANAVAS
P.P Mohammed Haneefa
PRADEEP KUMAR P S
mohammed
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