Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC execute agreement | |
| 2 | L2₹8.9 L+₹43,364.73 (5.12%)Rejected-AOC | L2 | Rejected-AOC L1 execute agreement |
Tender Value
₹8.5 L
EMD Value
₹21,500
Closing Date
29 Jan 2024, 4:00 pmClosed
District Soil Conservation officer.Kollam
DISTRICT SOIL CONSERVATION OFFICE RAVI CHEMBERS, BEACH ROAD, NEAR BENZIGER HOSPITAL THAMARAKKULAM KOLLAM.691001.PH.0474 2768816
Renovation of Chira
2024_DPK_647234_1
G 325/23
Open Tender
Civil Works - Others
Item Rate
180 days
Poozhikkadu Chira-Neduvathur -Ward IV
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,700
Yes
₹21,500
Yes
15 Feb 2024
20 Jan 2024
31 Jan 2024
20 Jan 2024
29 Jan 2024
20 Jan 2024
Amount
Poozhikkadu chira
50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set including cost of labour,oil hire charges of pumpset,etc complete
OD151580/2022-2023. DISMANTLING DR-Dismantling,clearing away and carefully stacking materials useful for reuse for any thickness walls in DR masonry including disposal of debris within a distance of 150m
2.6.1. Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
2.26.1. Extra for every additional lift 1.5 m or part there of in excavation/ banking excavated or stacked materials.All kinds of soil.
OD151581/2022-2023. 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.
OD151594/2022-2023.60.7.8 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.
5.9.1.Centering and shuttering including strutting,etc. and removal of form work for: Foundations, footings, bases of columns,etc for for mass concrete .
5.22.6. Steel reinforcement for R. C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttrering,finishing and reinforcement-All work upto plinth level : 1:1.5:3(1 cement:1.5coarse sand:3 graded stone aggregate 20 mm nominal size)
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12(1cement:6coarse sand:12 graded stone aggregate 20mm nominal size) up to plinth level with :Cement mortar 1:6 (1cement:6 coarse sand
10.26.3 Providing and fixing hand rail of approved size by welding etc.to steel ladder railing,balcony railing,staircase railing and similar works,including applying priming coat of approves steel primer.G.I.pipes
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttrering-All work upto plinth level : 1:2:4(1 cement:2 coarse sand(zone III):4 graded stone aggregate 20 mm nominal size)
16.70.2 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthing with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer -in -charge.Made of G.I wire of dia 4mm.PVC coated to achieve outer dia not less than 5mm in required colour and shade.
13.61.1.Painting with syntetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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 and shape, laid in requiredcolour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand e.t.c. all complete as per the direction of Engineer-in-charge.
CHIRAKADAVU SREEMURUKA CONSTRUCTION
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_992411.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .