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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC CHOLAKKAPARAMBAN | KOTTAYAM | KERALA | 686102 | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.1 L+₹18,610 (2.68%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹8.0 L+₹1.0 L (14.9%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹8.2 L+₹1.3 L (18.3%)Rejected-AOC MNB BUSINESS HUB VADAVUCODE AMBATTU KUZHIKKZDU VILLAGE TOWN PUTHENCRUZ CITY ERNAKULAM ERNAKULAM KERALA 682303 INDIA | ERNAKULAM | KERALA | 682303 | 4 | Rejected-AOC L4 |
Tender Value
₹7.1 L
EMD Value
₹10,000
Closing Date
29 Nov 2021, 5:00 pmClosed
CEO
MYTHRI BHAVAN CSEZ PO KAKKANAD
Muttil in Wayanad
2021_VFPCK_454523_1
VFPCK/ENGG/260/JACKFRUIT/WND
Open Tender
Civil Works - Buildings
Item Rate
60 days
MUTTIL
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,400
Yes
₹10,000
Yes
16 Dec 2021
18 Nov 2021
1 Dec 2021
18 Nov 2021
29 Nov 2021
18 Nov 2021
Amount
DSR.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 up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
DSR 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(zone-III) : 8 graded stone aggregate 40 mm nominal size).
DSR.5.9.3. Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform.
DSR 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)
DSR. 4.1.3.1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
DSR 5.22A.6. Reinforcement for RCC work bent tied and placed in position using torsteel including cost and conveyance of all materials labour charges etc. Complete Thermo-Mechanically Treated bars of grade Fe-500 D or more.
OD.PWD.5. Filling with contractor's own earth (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 as per direction of site Engineer-in-charge.
OB.PWD.22. 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 plinth level up to floor five level for 10 cm thick wall in: CM 1:6 (1 cement : 6 coarse sand) including cost of scaffolding etc complete
DSR 13.1.1. Plastering with cement mortar 1:4, 12mm thick one coat floated hard and trowelled smooth including cost and conveyance of all materials, labour charges etc. complete for walls.
DSR 9.103. Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc., complete.
DSR 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
DSR 18.17.4 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm bore
OD .PWD.135. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50mm dia 10Kgf/cm2 - External work - Exposed on wall
OD.PWD.189. Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 x 50 mm dia Reducer
OB.PWD.91. Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc. ) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
DSR.12.5. 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 gm 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 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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.
DSR 16.70.1. Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction ofEngineer-in-charge. Made of G.I. wire of dia 4 mm
OD.PWD.228. 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 6 mm metal, filling the joints with M sand etc. all complete as per the direction of Engineer-in-charge.(Modified DSR 16.68)
Electrification ,Supply and wiring points acccording to IS 732-1989 using PVC conduit of minimum size 20 mm conforming to IS 9537 part 3 1983 and suitable sizespecials conforming to IS 3419-1988,fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00 sq mm PVC insulated standed single core copper conuctor cable 650V grade, and continuous earthing with 1.5 Sq.mm green coloured FR PVC insulated standed single core copper conductor cable 650V grade, generally conforming to IS 694-1990 complete with suitable size modular type metal switch boxes, modular type front plates(white) etc. up to and including 6 A modular type SP switches, 6A, 3 plate ceiling rose and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required. (Group).Fitting Pedastal fan 1nos,3 Volts led bulb 3nos and other items as per direction of Engineer in charge.
AMAL K UNNIKRISHNAN
K A MUJEEB RAHMAN
creative construction Group
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finance_650214.pdf
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