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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 LAccepted-AOC | ₹22.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.5 L+₹10,630.08 (0.48%)Rejected-AOC | ₹22.5 L+₹10,630.08 (0.48%) | L2 | Rejected-AOC L2 |
| 3 | L3₹22.7 L+₹38,937.15 (1.74%)Rejected-AOC | ₹22.7 L+₹38,937.15 (1.74%) | L3 | Rejected-AOC L3 |
| 4 | L4₹23.7 L+₹1.3 L (5.87%)Rejected-AOC | ₹23.7 L+₹1.3 L (5.87%) | L4 | Rejected-AOC L4 |
| 5 | L5₹37.3 L+₹14.9 L (66.7%)Rejected-AOC | ₹37.3 L+₹14.9 L (66.7%) | L5 | Rejected-AOC L5 |
Tender Value
₹25.5 L
EMD Value
₹50,000
Closing Date
30 Mar 2023, 5:00 pmClosed
Executive Engineer
Minor irrigation division Kollam
Renovation of Njarod ela pond in Poothakkulam Panchayath
2023_Irrig_568597_1
IRR/IA/TR/7437/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Poothakkulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
26 May 2023
22 Mar 2023
3 Apr 2023
22 Mar 2023
30 Mar 2023
22 Mar 2023
Amount
Detailed Estimate
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
OD19103/2022-2023:Engaging man coolies for removing water hyacinths and other water weeds from chira and depositing on the bank including all leads and lifts 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
OD19967/2022-2023: BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
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)
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
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
4.1.5: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)
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
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 (zone-III) : 4 graded stone aggregate 20 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
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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.
Maheshkrishnan
VIJU ANADAN SUSHEELA
Thomas. K
Syma_Constructions
Bidder Name
Thomas. K
Syma_Constructions
SREENILAYAM CONSTRUCTIONS
VIJU ANADAN SUSHEELA
Maheshkrishnan
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