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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.7 LAccepted-AOC | 1 | Accepted-AOC EE/LSGD/MPM/045/20-21 | |
| 2 | 2₹24.5 L+₹4.8 L (24.2%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 |
Tender Value
₹23.5 L
EMD Value
₹50,000
Closing Date
16 Mar 2020, 6:55 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEERLSGD DIVISION, MALAPPURAM DISTRICT PANCHAYATH CIVIL STATION (PO), MALAPPURAM -676505
General Administration (Minority Welfare) Department - 2019-20 - Drinking Water supply Scheme for minority Concentrated Area - - RO Plant with ATM Supply and installation under Minority Surrounding of GUPS Pothanur - Kaladi GP under Thavanur LAC
2020_LSGD_348543_3
DB4/TN/26/19-20
Open Tender
Civil Works - Water Works
Item Rate
180 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,800
Yes
online
₹50,000
Yes
5 Jul 2020
6 Mar 2020
20 Mar 2020
6 Mar 2020
16 Mar 2020
6 Mar 2020
Amount
RO Plant Building
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
2.25 : Filling available excavated 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.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.
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
13.37.1 : White washing with lime to give an even shade:New work (three or more coats)
13.39.1 : Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime
10.6.3 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover
50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) 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.
21.1.1.2 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
21.2.2 : Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides
21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
od501355/2019_2020 : Roofing with GI hard colour powder coat trafford sheet 0.35mm thick or nearest available thickness with overlap of 150 mm at ends and GI hook or crank CI bolts and nuts including plain / bitumen washers etc.complete.
51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia
od501357/2019_2020 : Supplying and fixing at site , aluminium composite panels of alucobound,durabuild or equivalent make and approved colour certified for extior applications,thickness 3mm,with 28 to 30 microns of PVDF coating confirming to ASTM standard on the top aluminium skin of 0.25mm and with a bottom aluminium skin of 0.25mm with service coating of polyeater paint,laminated on to a centre core of 2.5mm of single recycled low density polythylene material.The pannels shall be cut to sizes of required grid dimensions in line with the site conditions.The pannels shall be fixed on pre fabricated frame work using 38mm*25mm*1mm thick Aluminium extruded sections of approved make ,joined horizontally and vertically using standard cleats and fastners.The gap of formed between the pannels shall be seated with silicone sealent of dow coring grade 789.The rate inclusive of cost and conveyance of all materials,lead,lift and labour for erection,hire charges for scaffolding etc.complete
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
50.18.9.6.2 : 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 6 Kgf/cm2
50.18.9.12.1 : 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 20 mm dia 12 Kgf/cm2 - External work - Exposed on wall
Bore Well
od501367/2019_2020 : Drilling of borewell 150 mm including all charges for conveying drilling machine,hire charges and all labour charges etc. complete details for 100 meters
od501368/2019_2020 : Supplying and fixing casing pipe 180 mm PVC 6 kg/cm2 suitable for 150 mm bore including all cost of pipe
od501369/2019_2020 : Charges payable to ground water department for conduction yield test
od501373/2019_2020 : Supplying and errecting HP submerssible pump to bore well,using best quality ISI motor and pump to suit the borewell including cost of UPVC pipe,cable,panel board,KSEB connection charge
50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
Supply and Installation of Reverse Osmosis plant with ATM Kiosk as per Detailed Specification (AS per attached In Additional Document)
Providing name board
M.S.SCIENTIFIC AND AQUA SYSTEMS
akbar
CLOUD 9 CONTRACTING
Bidder Name
M.S.SCIENTIFIC AND AQUA SYSTEMS
KERALA STATE INDUSTRIAL ENTERPRISES LTD
akbar
CLOUD 9 CONTRACTING
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