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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC | L1 | Accepted-AOC L1 admitted | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹35.7 L
EMD Value
₹50,000
Closing Date
23 Sept 2020, 5:00 pmClosed
Assistant Engineer
Assistant Engineer,LSGD Section,Peringome Vayakkara GP,peringome,Kannur
Peringome Vayakkara GP Project No 50 2020 21 Construction of Pond at Vayakkara
2020_LSGD_383783_2
AE/PVGP/ET/04/2020-21
Open Tender
Civil Works - Others
Item Rate
365 days
Peringome Vayakkara GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Yes
online
₹50,000
Yes
8 Oct 2020
11 Sept 2020
28 Sept 2020
11 Sept 2020
23 Sept 2020
11 Sept 2020
Amount
Construction of pond
2.32 : Clearing grass and removal of the 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
2.8.1 : 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
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
od779119/2020_2021 : Extra for every additional lift 1.5 3.00 m or part there of in excavation / banking excavated or stacked materials.<br>All kinds of soil 2nd depth
od779182/2020_2021 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.<br>All kinds of soil for 3 rd depth of 1.5 m spec from 2.26.1
60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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)
od779699/2020_2021 : Laterite rough stone dry packing for aprons and revetments including acost and conveyance of all materials and all labour charges etc. complete.
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
od779121/2020_2021 : MR 35_Dry Laterite masonry using neatly dressed stones of size 35x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc
od779122/2020_2021 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.(Modify 50.6.7.1)
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
5.9.5 : 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
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.
8.9.1.2 : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21 : Engraving letters in hard stone
TM ULAHANNAN
Bidder Name
TM ULAHANNAN
LAKSHMANAN P
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