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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹67.8 L+₹7.6 L (12.7%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹62.2 L
EMD Value
₹50,000
Closing Date
25 Nov 2021, 5:00 pmClosed
Executive Engineer Agri Alapuzha
O/o Executive Engineer Agri Sanathanapuram PO Kalarcode Alappuzha 688003
RIDF XXII-Infrastructure Development works at Vellayani Kayal Padasekharam (GAP Fillingworks- STAGE II)- Raising of bund road in between Mangilikkari and Nilamekkari padasekharam (from mangilikkari pump house to Thakidy)
2021_AGRI_453555_1
EE(2) 885/2021
Open Tender
Civil Works - Others
Item Rate
365 days
Vellayani, Trivandrum
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
₹50,000
Yes
11 Jan 2022
15 Nov 2021
27 Nov 2021
15 Nov 2021
25 Nov 2021
15 Nov 2021
Amount
Raising of bund road in between Mangilikkari and Nilamekkari padasekharam
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
od3073/2021_2022 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.5m bottom width 1.0m 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.(MODIFIED( 601.2)
od3074/2021_2022 : Bailing out water Using 3HP (or nearer ) Pump- Bailing out water with 3HP( or nearer) engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (MODIFIED 60.2.2)
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
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
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)
5.1.3 : 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)
5.22.6 : 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
4.1.3 : 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)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
od3075/2021_2022 : Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
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.
krithika electricals
Bidder Name
krithika electricals
S SELVAT
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_648747.pdf
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