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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹12,777.51 (3.92%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹3.4 L+₹13,177.51 (4.05%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹3.4 L
EMD Value
₹8,470
Closing Date
27 Feb 2024, 6:00 pmClosed
ASSISTANT ENGINEER LSGD KATTAPPANA MUNICIPALITY
ASSISTANT ENGINEER LSGD KATTAPPANA MUNICIPALITY
Annual Plan-661/24-Kattappana Municipality Kulathunkalpadi drinking water project-General Civil Work
2024_LSGD_660656_1
18/2024/AE/LIDandEW/KTPM/I PHASE
Open Tender
Civil Works - Water Works
Item Rate
180 days
KATTAPPANA
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,470
Yes
19 Apr 2024
19 Feb 2024
29 Feb 2024
19 Feb 2024
27 Feb 2024
19 Feb 2024
Amount
Kattappana Municipality- Snehatheeram Dws-
OD381283/2023-2024:Drilling charge of 110 mm bore well
OD381284/2023-2024:casing pipe 140 mm dia 6kg/cm2 PVC
OD381285/2023-2024:Cost of 1 No 140 mm dia PVC end cap
OD381286/2023-2024:Supply and fixing 5 hp motor pump of approved brands including all cost of conveyance labour etc complete
OD381287/2023-2024:Supply and fixing pump starter with control panel for 5 hp mortor pump set including all cost of conveyance labour etc complete
OD381288/2023-2024:Supply and fixing 3 phase pnnel board including all cost of conveyance labour etc complete
OD381289/2023-2024:Supply and fixing 6 mm cable including all cost of conveyance labour etc complete
OD381290/2023-2024:Supplying 16 mm plastic rope
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.
OD381291/2023-2024:1.001- Specification code: Supplying and fixing 40 mm dia 10 kg/cm2 HDPE pipe PE - 80 including specials and all fitting charges but excluding trenching and refilling etc. complete.
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
60.7.1: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
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)
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
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)
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD384067/2023-2024:supplying precast factory moulded RCC door frame of size 90x210 cm or nearest size and fixing in position in line and level directed by the engineer in cherge including fixing MS clamp 3 nos.with minimum length of 25 cms on each vertical side of the frame with necessary screws and fixing the clamp with concrete in wall using 1:2:4(one cement:2 fine sand:4 coarse aggregate 20 mm) concrete mix including all cost of conveyance,materials cost,labour charges and curing charges etc. complete.(concrete for fixing the clamp shall be paid separately)
9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
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)
50.10.2:Steel work for purlin/single section with G I pipes 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
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.
OD381292/2023-2024:Granite name board
SIBICHAN THOMAS
N C Johnson
Bidder Name
N C Johnson
SIBICHAN THOMAS
SURESHKUMAR C K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1023024.pdf
boq_comp_chart.xlsx
xlsx
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