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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹63.2 L+₹1.0 L (1.68%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹63.8 L+₹1.7 L (2.75%)Rejected-AOC VADAVANUR GP 30 LAKHS LAC ADS NENMMARA 2024 25 MAZHOORKKAVU PERUNCHIRA ROAD IN VADAVANUR GP 30 LAKHS GENERAL CIVIL WORK | VELLORE | TAMIL NADU | 632001 | L3 | Rejected-AOC L3 | |
| 4 | L4₹64.8 L+₹2.7 L (4.30%)Rejected-AOC MOOTHAMKUNNATH RAMAMANGALAM PAMPPAKADA | ERNAKULAM | KERALA | 680667 | L4 | Rejected-AOC L4 | |
| 5 | L5₹66.4 L+₹4.3 L (6.90%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹71.5 L
EMD Value
₹50,000
Closing Date
22 May 2021, 4:00 pmClosed
Executive engineer
Office of the Executive Engineer, MI Division,Palakkad.
RURBAN- Renovation of Valiyaparambu Check Dam across Gayatri River in Kavassery Grama Panchayath in Palakkad District.
2021_Irrig_423152_1
01/ET/EE/MI/PKD/2021-2022
Open Tender
Civil Works - Others
Item Rate
270 days
Kavassery
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,095
Yes
₹50,000
Yes
26 Jul 2021
14 May 2021
28 May 2021
14 May 2021
22 May 2021
14 May 2021
14 May 2021 - 18 May 2021
Amount
Repair of Check dam
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.7.3 : 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.Hard rock (blasting prohibited
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
60.1.2 : 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.
60.2.3 : 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
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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.
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)
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
60.5.2 : DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
od48386/2020_2021/IA : Random rubble masonry with Cement mortar 1:6 using department rubble without levelling with cement concrete 1 :6 :12
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
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
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
shihabudheen pp
SOORAJ K / AQUA FARMS
BIJOY M V
C.ABDULREHIMAN
Abdul Nasar T K
GJANARDHANAN
Krishnamoorthy
JAMES P J
ABDULLA P
HASEEB JAN
TRIMANA CONSTRUCTION LLP
SIDHIQUE M
E Mohammedali
Bidder Name
GJANARDHANAN
ABDULLA P
E Mohammedali
JAMES P J
Abdul Nasar T K
Krishnamoorthy
SOORAJ K / AQUA FARMS
C.ABDULREHIMAN
M KAJHA HUSSAIN
HASEEB JAN
BIJOY M V
shihabudheen pp
SIDHIQUE M
TRIMANA CONSTRUCTION LLP
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