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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹4.5 L+₹2,627.52 (0.59%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹12,500
Closing Date
16 Nov 2020, 5:00 pmClosed
Asst Engineer, Peringottukurissi GP
Assistant Engineeer,LSGD Secction, Peringottukurissi GP
Poolakkundu Lift Irrigation Project
2020_LSGD_398429_1
10/ET/PKY/2020-21
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
180 days
Peringottukurissi G P
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,130
Yes
₹12,500
Yes
28 Dec 2021
7 Nov 2020
20 Nov 2020
7 Nov 2020
16 Nov 2020
7 Nov 2020
7 Nov 2020 - 16 Nov 2020
Amount
Pump house
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
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.
51.2.3 : Filling with Quarry Muck <br> 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
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
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 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
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
4.1.8 : 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)
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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.
10.5.2 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
od989127/2020_2021 : Supplying and fixing 110 mm dia Non Return Valve PVC including cost of fitting and labour charge,conveyance etc complete
od989128/2020_2021 : Supplying and fixing Centrifugal pump set with all fittings suction and delivery pipe, panel board ,voltmeter, indicator lamp ..etc. as per the standard specification including all charges
od989427/2020_2021 : Supplying and fixing 100 mm dia CI Gate Valve including cost of MTA and cost of other fittings,cost of labour charge,conveyance etc complete
od989428/2020_2021 : Supplying and fixing 110 mm dia PVC Ball Valve including cost of fitting and labour charge,conveyance etc complete
S ARAVINDAKSHAN
Bidder Name
K.V.Ramesh
S ARAVINDAKSHAN
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