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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.3 L+₹2,073.27 (0.39%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.6 L+₹29,897.43 (5.68%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.7 L+₹45,783.24 (8.70%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹6.1 L
EMD Value
₹15,212
Closing Date
6 Nov 2023, 1:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer,LSGD (LID and EW) Section,Kankol alapadamba GP
Annual Plan-2023-24 MATHIL VETERINARY DISPENSARY MAINTENANCE, Project No.111/23-24
2023_LSGD_616348_6
35/1/23-24
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kankol alapadamba GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,345
Yes
₹15,212
Yes
27 Dec 2023
27 Oct 2023
9 Nov 2023
27 Oct 2023
6 Nov 2023
27 Oct 2023
Amount
Maintenance
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
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
OD187123/2023-2024:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD192826/2023-2024:Laterite masonry with neatly dressed laterite stone of size 35 x 20 x 20 cm or nearest size in cement mortar 1:6 for superstructure above plinth level upto floor two level including all cost of material, labour charges etc.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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)
11.19.1:Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Light shade pigment using white cement
50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
18.58.2.1:Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid150 mm nominal size square 100 mm diameter of the inner hinged round grating
50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50.18.9.13.2: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 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
18.12.2:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore
18.54.2:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gms
18.18.3:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
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)
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc 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 levelThermo - Mechanically Treated bars of grade Fe-500D or more
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD187117/2023-2024:Providing and fixing Alu-Zinc profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40mm(+0.05%) ,thickness. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 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 up to 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. (MOD 12.50 of DSR )
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.
10.29.1:Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
OD201152/2023-2024:Manufacturing, supplying and fixing signage boards made up of 2 mm thick aluminimum sheet, as approved by Engineer-in-Charge, letters, borders etc. including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminimum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, fixing and erecting the same in position all complete as per drawings, specification and direction of the Engineer-in-Charges. ( Rectangular area of the sheet only shall be measured for payment ).Modified 16.60.1
13.71:Lettering with black Japan pint of approved brand and manufacture
M SUKUMARAN
N JANARDHANAN
ANURANJ RANJITH V
Bidder Name
M SUKUMARAN
Prasanth P.K
ANURANJ RANJITH V
N JANARDHANAN
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