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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹68.6 L+₹1.8 L (2.64%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹68.7 L+₹1.8 L (2.76%)Rejected-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | L3 | Rejected-AOC L3 | |
| 4 | L4₹72.4 L+₹5.6 L (8.34%)Rejected-AOC MANIKETTY HOUSE NELLIYANKAD STREET CHITTUR P O PALAKKAD 678101 | CHITTUR | PALAKKAD | KERALA | 678101 | L4 | Rejected-AOC L4 | |
| 5 | L5₹73.8 L+₹7.0 L (10.5%)Rejected-AOC THONIPALLAM HOUSE THEKKEDESAM POST NALLEPILLY PALAKKAD 678 553 | PALAKKAD | KERALA | 678553 | L5 | Rejected-AOC L5 |
Tender Value
₹77.9 L
EMD Value
₹50,000
Closing Date
27 Aug 2020, 4:00 pmClosed
Executive Engineer, MI Division, Palakkad
Executive Engineer, MI Division, Palakkad
MI- Class II works-Repair and Renovation of MI structures 2017-18- Construction of check dam across Gayathri river at D/S of Puliyanthoni Ana in Muthalamada Grama panchayath
2020_Irrig_378356_1
13/ET/EE/MI/PKD/2020-21
Open Tender
Civil Works - Others
Item Rate
545 days
Muthalamada
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,095
Yes
online
₹50,000
Yes
21 Dec 2020
20 Aug 2020
4 Sept 2020
20 Aug 2020
27 Aug 2020
20 Aug 2020
20 Aug 2020 - 24 Aug 2020
Amount
check dam
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
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.
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
2.9.3 : Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)
60.5.3 : DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete
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)
4.1.8 : 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)
4.1.6 : 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)
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.
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
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
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
60.3 : Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete
60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.
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.
60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
od63454/2019_2020/IA : Engaging man mazdoor for Fixing the shutters ,Channels and Locking arrangements etc. as per the directions of the departmental officers at the site.
unnikrishnan-m
SULAIMAN M K
MURALEEDHARAN.M
A.SURESH
Abdul Nasar T K
Bidder Name
A.SURESH
unnikrishnan-m
Abdul Nasar T K
BIJU. K
MURALEEDHARAN.M
SULAIMAN M K
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