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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC RAYAMANGALAM | MADURAI | TAMIL NADU | 625001 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹19.1 L+₹7,782.93 (0.41%)Rejected-AOC | L2 | Rejected-AOC 2nd Lowest | |
| 3 | L3₹20.5 L+₹1.5 L (7.75%)Rejected-AOC | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹21.2 L
EMD Value
₹53,000
Closing Date
3 Sept 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer, PVIP Division No.1, Perumbavoor
Construction of bridge
2020_Irrig_378969_1
ET-2/EE1/PVIP/2020-21/S
Open Tender
Civil Works - Canal
Item Rate
180 days
Rayamangalam
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,100
Yes
online
₹53,000
Yes
6 Oct 2020
21 Aug 2020
7 Sept 2020
21 Aug 2020
3 Sept 2020
21 Aug 2020
Amount
od65352/2019_2020/P2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
60.5.1 : DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface 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)
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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)
4.1.6 : 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 40 mm nominal size)
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
5.22.6 : 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
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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.
16.23 : Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) boundary stone as per standard design, including finishing smooth with cement mortar 1:3 ( 1 cement: 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately).
13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
16.21 : Engraving letters in hard stone
od65353/2019_2020/P2 : Lettering with Gold Japan paint of approved brand and manufacture
8.13.1 : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.
AKHIL P LAL
Ginesh
Bidder Name
O.V. MOHAN
Ginesh
AKHIL P LAL
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finance_537246.pdf
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