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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.5 LAccepted-AOC THAVANOOR GRAMA PANCHAD KERALA | KANNUR | KERALA | 670612 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/418/21-22 | |
| 2 | 2₹29.4 L+₹83,873 (2.94%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical EKKATHU LITT KADAPPUZHA CHITT MALAPPURAM 679553 | MALAPPURAM | MALAPPURAM | KERALA | 679553 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹41.3 L
EMD Value
₹50,000
Closing Date
4 Feb 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 342-22 Construction of Cholakkal Irrigation Pond - Marakkara
2022_LSGD_470090_27
DB4/TN/16/21-22
Open Tender
Civil Works - Others
Item Rate
300 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
Yes
₹50,000
Yes
17 Apr 2022
28 Jan 2022
9 Feb 2022
28 Jan 2022
4 Feb 2022
28 Jan 2022
Amount
Construction of Pond
2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including 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
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
4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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 : 4 graded stone aggregate 20 mm nominal size)
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)
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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.
10.25.2 : 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
19.6.10 : 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 ( 1 cement : 2 fine sand) including testing of joints etc. complete:900 mm dia R.C.C. pipe
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
Name board
od1632249/2021_2022 : Providing and FixsingGranite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4 (1 cement :4 coarse sand )Including all charges etc .Complele at all levels,Including Lettering & Fixing
TRIMANA CONSTRUCTION LLP
C AHAMMED MUSTHAFA
ABDUL KAREEM M
Hussain M
VINODKUMAR K P
P P SUBAIR
P.P Mohammed Haneefa
NOUSHAD
Bidder Name
NOUSHAD
C AHAMMED MUSTHAFA
ABDUL KAREEM M
P.SAIDALIKUTTY
P P SUBAIR
P.P Mohammed Haneefa
Hussain M
TRIMANA CONSTRUCTION LLP
VINODKUMAR K P
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