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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.5 L+₹3.3 L (17.1%)Rejected-AOC | ₹22.5 L+₹3.3 L (17.1%) | L2 | Rejected-AOC L2 |
| 3 | L3₹23.0 L+₹3.8 L (20.0%)Rejected-AOC | ₹23.0 L+₹3.8 L (20.0%) | L3 | Rejected-AOC L3 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
12 Sept 2024, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer PWD Building Division Palakkad
GENERAL-Completion of PWD Staff quarters at Mannarkkad-At Mannarkkad-General Civil Work
2024_PWD_689540_1
PWD/BLDG/TR/5403/2024_5_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
90 days
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Oct 2024
5 Sept 2024
18 Sept 2024
5 Sept 2024
12 Sept 2024
5 Sept 2024
Amount
STAFF QUARTERS - CONSTRUCTION OF COMPOUND WALL, AND DRAINAGE WORKS
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
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)
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)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above 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)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
50.10.1: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
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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
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
16.68: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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
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
9.147D.3:Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm).
21.18:Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door handle, lock and stopper etc to be paid separately)
9.82:Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
9.165.1:Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.125 mm
22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)
STAFF QUARTERS - FINISHING WORKS
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
50.12.2.5:Providing & fixing Poly carbonate multi wall plain sheet 8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.
9.79.2:Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.50 mm
9.55.1:Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc, complete:125x65x2.12 mm
9.66.1:Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm
BORE WELL
OD9867/2024-2025:Boring / drilling bore well of requaired dia for casing / strainer pipe by suitable method prescribed in IS :2800 ( part 1,including hire and running charges of all equipments ,tool,plants and machineries required for the job ,all complete as per direction of Engineer-in charge,below 90 m 90-150m .150-200 m depth below ground level.Alltype of soil 150mm dia.
OD9868/2024-2025:Supplying assembling lowering and fixing in vertical position in bore well plasticized PVC medium well casing ( CM) pipe of required dia conforming to IS : 12818,including required hire and labour charges, fittings and accessories etc. all complete for all depth as per direction of engineer -in-charge .180mm nominal size dia.
OD9869/2024-2025:Supplying and fixing end cap 180mm dia 6kg/sqm
OD11117/2024-2025:Conducting yield test to ascertain the yield of tube well by ground water department including all charges complete.
OD12547/2024-2025:Supplying and erecting 5HP Tube well submersible pump set having a discharge of 1.5 Ips against a total head of 162m with accessories ISI marked with 2mm thick MS panel board with provision for providing energy meter of KSEB fitted Star delta starter ,Main switch, Ammeter ,Voltmeter Static capacitor ,ELCB,Single phasing and dry running preventer, fuse units ,Supporting clamps for erecting the pump set with barrel nipple, Suitable size submersible cable ISI marked required core as per iE rules. C.I flanged sluice valve and C.I reflux valve ISI marked .Earthing materials as per the IE rules , pressure gauge with stop cock ISI marked .Suitable size mm G.I pipe with coupling medium class. Warranty 2 years.
VISWANATHAN M
PRADEESH C
Bidder Name
JAYARAM V R
VISWANATHAN M
PRADEESH C
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1073134.pdf
boq_comp_chart.xlsx
xlsx
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