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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC NOT AVAILABLE | ₹23.9 L | L1 | Accepted-AOC Rate quoted is genuine, reasonable and lowest |
| 2 | L2₹24.8 L+₹92,781.76 (3.88%)Rejected-AOC | ₹24.8 L+₹92,781.76 (3.88%) | L2 | Rejected-AOC Rate quoted is genuine, reasonable and 1st lowest |
| 3 | L3₹26.5 L+₹2.6 L (10.7%)Rejected-AOC | ₹26.5 L+₹2.6 L (10.7%) | L3 | Rejected-AOC Rate quoted is genuine, reasonable and 2nd lowest |
Tender Value
₹22.1 L
EMD Value
₹50,000
Closing Date
12 Dec 2019, 6:00 pmClosed
Executive Engineer
Executive Engineer Minor Irrigation Division, Thrissur
FLOOD RELIEF WORKS for the year 18-19 - RECONSTRUCTION OF KALLUMKADAVU SLUICE IN THANNYAM GRAMAPANCHAYATH
2019_Irrig_320650_2
E Tender No.EE MI TSR/ET/47/2019-20 dt.13.11.2019
Open Tender
Civil Works - Others
Item Rate
270 days
kallumkadavu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
online
₹50,000
30 Apr 2020
25 Nov 2019
19 Dec 2019
25 Nov 2019
12 Dec 2019
25 Nov 2019
Amount
DETAILED ESTIMATE
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 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
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
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
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)
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)
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
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
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.
SAHADEVAN N R
Bidder Name
Mr.M.GOGIN
SAHADEVAN N R
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