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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | L1 | Accepted-AOC Agreement | |
| 2 | L2₹21.9 L+₹88,599.37 (4.22%)Rejected-Finance | L2 | Rejected-Finance Second lowest | |
| 3 | L3₹21.9 L+₹94,262.13 (4.49%)Rejected-Finance | L3 | Rejected-Finance Third lowest | |
| 4 | L4₹22.0 L+₹98,212.53 (4.68%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest |
Tender Value
₹20.0 L
EMD Value
₹49,940
Closing Date
12 Jun 2023, 10:00 amClosed
Dhanya S Nair
Office of the Assistant Executive Engineer, LID EW Section, Thiruvananthapuram Corporation, Ulloor zonal office
Project no - 436/23-24-Maintenance of Channan vilakam pond in Poundkadavu ward
2023_LSGD_579927_1
UE2/2979/2023 AEE 2ND TENDER
Open Tender
Civil Works - Others
Item Rate
180 days
Poundkadavu ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹49,940
Yes
12 Sept 2023
5 Jun 2023
13 Jun 2023
5 Jun 2023
12 Jun 2023
5 Jun 2023
Amount
maintenance of pond
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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.
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
60.7.8: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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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.
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
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)
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.
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
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
SANGEETH
G.Ashokan
ADHIN VIJAY V
Bidder Name
G.Ashokan
Baiju Thampi T
SANGEETH
ADHIN VIJAY V
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