Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.9 LAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹32.4 L+₹2.5 L (8.45%)Rejected-AOC | 2 | Rejected-AOC Rejected |
Tender Value
₹30.2 L
EMD Value
₹50,000
Closing Date
9 Jan 2020, 6:00 pmClosed
Executive Engineer
Executive Engineer, Irrigation Division, Alappuzha.
CSIND - Modification of Pattel boat jetty in Kainakary Panchayth in ward NO.5 of Kuttanadu L.A.Constituency.
2019_Irrig_333413_1
95/EE/IDA/2019-20
Open Tender
Civil Works - Others
Item Rate
180 days
kainakary Panchayath
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,800
Yes
online
₹50,000
Yes
17 Mar 2020
31 Dec 2019
14 Jan 2020
31 Dec 2019
9 Jan 2020
31 Dec 2019
Amount
Appendix A -Construction of RCC jetty
od54903/2019_2020/IA : :Plucking out damaged coconut piles including all hire charges and labour for fixingstaging platform and all other appliances necessary for plucking out he posts.
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
od31031/2019_2020/IA : :Conveying, lifting, handiling, hoisting, aligning and fixing R.C.C 300 mm square, 6 m inlength from the place of casting to placing site driving plant up to a distance of 150 m including hire chargesfor planks, wooden scantiling, coire rope,crow bars, etc. complete
od54904/2019_2020/IA : :Driving down RCC piles 300 to 400mm square 9m to 12m in length to lines and levelsthrough various strata from bed level till refusal with monkey weighing not less than 2 T with the aid of pileDriving plant with winch barg and accessories, wire rope manila rope etc for including labor and hirecharges for all machinery and material required and cost of lubricant oils pay of staff etc complete (Detailsfor two piles(9m to 12m)length )
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
od31033/2019_2020/IA : Hire charges for 3rd class boat with boat man
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
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
10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
od31035/2019_2020/IA : od3152/2017_2018/IA ::Providing and fixing 15cm wide, 45 cm overall semi circular PVC Gutter pipe with ironbrackets 40x3mm size bolts,nuts and washers etc.including making necessary connections with rain waterpipes complete.
50.6.2.3 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
od31036/2019_2020/IA : :Providing and laying exterior floor tiles of size 300x300 mm (thickness to be specifiedby the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White,Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), includingpointing the joints with white cement and matching pigment etc., complete.
11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
APPENDIX B-TEMPORARY JETTY
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.2 : Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
od31026/2019_2020/IA : :Supplying and fixing Mango wood planks for platform
od54931/2019_2020/IA : Supplying Wire nail for fixing plat form
od54932/2019_2020/IA : Supplying and fixing 12mm dia bolt and nuts
od54933/2019_2020/IA : Carpenter engaged for fixing plat form with bolt and nuts
od31030/2019_2020/IA : Coolie for engaged for assisting Carpenter for removing the temporary jetty
od54903/2019_2020/IA : :Plucking out damaged coconut piles including all hire charges and labour for fixingstaging platform and all other appliances necessary for plucking out he posts.
APPENDIX C-PROTECTION WORK
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
60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. 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.
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.
60.7.2 : 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.
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
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
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)
4.1.5 : 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)
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)
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
4A CONSTRUCTION
Bidder Name
ASHARAF M
4A CONSTRUCTION
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .