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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.7 LAccepted-AOC | 1 | Accepted-AOC EE/LSGD/MPM/202/20-21 | |
| 2 | 2₹36.6 L+₹82,982 (2.32%)Rejected-Finance MELMURI | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹48 L
EMD Value
₹50,000
Closing Date
3 Sept 2020, 6:55 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER LSGD DIVISION, MALAPPURAM DISTRICT PANCHAYATH, CIVIL STATION (PO), MALAPPURAM -676505
LAC ADS (2018-2019), Vallikkunnu LAC - Improvement to Velimukk stadium - Moonniyur, Work Proposed By Hon. MLA Shri. ABDUL HAMEED MASTER (ID 9061)
2020_LSGD_380651_17
DB4/TN/14/20-21
Open Tender
Civil Works - Buildings
Item Rate
180 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,975
Yes
online
₹50,000
Yes
28 Nov 2020
27 Aug 2020
8 Sept 2020
27 Aug 2020
3 Sept 2020
27 Aug 2020
Amount
ground rennovations
2.7.1 : 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.Ordinary rock
50.2.25.1 : Filling with contractor's own 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 as per direction of site Engineer-in-charge
od517841/2019_2020 : consolidation of sub grade with power road roller of 8 to 12 tonnedressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
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)
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)
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
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
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)
26.40 : Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh orother suitable size wire mesh to be fixed & firmly anchored to the concretesurface by means of "L" shaped mild steel shear key welded with existingreinforcement including the cost of materials, labour, tool & plants as approvedby 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
od753788/2020_2021 : :Filling contractors own earth in the court including all lead and lift etc complete andconsolidating the layer manually.using light, medium and heavy roller and filling the red earth where evernecessary, watering and re rolling the surface and filling the red earth where ever necessary and wateringand re rolling the surface as per the direction of departmental officers. The existing surface of soil should beloosened before filling
od753808/2020_2021 : :Filling contractors own fine sand & sieved red earth (to be sieved from the site) in thecourt in a proportion 1 : 4 (1 fine sand :4 fine red earth) including all lead ind lift etc complete. andconsolidating the second layer manually using light , medium and heavy rollers and fill the red earth wereever necessary and watering and re rolling the surface to get a smooth, leveled and finished surface as perThe direction of departmental officers.
Proviidng name board
Mujeeb Rahman C
ABDUL AZEEZ KALLAI
ABDUL AZEEZ EK
Bidder Name
Pullat Assain Haji
Mujeeb Rahman C
ABDUL AZEEZ KALLAI
ABDUL AZEEZ EK
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