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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC | L1 | Accepted-AOC lowest amount quoted | |
| 2 | L4₹31.4 L+₹3.7 L (13.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 3 | L8₹39.0 L+₹11.3 L (40.7%)Rejected-Finance | L8 | Rejected-Finance L8 | |
| 4 | L9₹39.3 L+₹11.5 L (41.5%)Rejected-Finance 0402 SUB TREASURYKOTTARAKARA | L9 | Rejected-Finance L9 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
Tender Value
₹35.7 L
EMD Value
₹50,000
Closing Date
7 Sept 2021, 6:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDINGS DIVISION KOLLAM
BUILDING WORKS
2021_PWD_436293_1
TR/BL/2020/4288/1
Open Tender
Civil Works - Buildings
Item Rate
300 days
KOLLAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
23 Dec 2021
26 Aug 2021
10 Sept 2021
26 Aug 2021
7 Sept 2021
26 Aug 2021
Amount
Appendix A-side wall & interlocking on approach road side
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
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)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
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)
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
50.6.2.1: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
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
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.
7.41:Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S.square / rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of MS brackets / lugs of angle iron / flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse: 4 graded stone aggregate 20mm nominal size) of size 300x230x300 mm, including cost of necessary centering and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved crames / pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer - in -Charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer - in -Charge for approval before execution). The frame work shall be fixed in true horizontal &vertical lines/ planes.(Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.
Appendix B- Roofing works at waiting area
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
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
od16594/2020_2021/BL:Roofing with powder-coated colored Trapezoidal wave profile GI roofing sheet of 0.4 mm or nearest available thickness as approved by the department with overlaps at 150 mm at each ends, fixing in position with self drilling/self-tapping screws of required size with bitumen washer, complete up to any pitch in horizontal/ vertical or curved surfaces overlapped at both ends, excluding the cost of purling, rafters, and trusses and including cutting to size and shape wherever required. All work complete.
12.47.1:Providing & fixing UV stabilised fibre glass reinforced plastic sheet rooting up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approxirnately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugate 2.5"or 4.2" or 6") or step-down (2' or 3" or 6") as specified.
N V AJAYAKUMAR
Veeo Constructions
AJAYAKUMAR T
SUNIL KUMAR F CONTRACTOR
TAHDCOS LIMITED
AFSAL R
Amjith Rahuman
WORKS CONTRACT
PUTHANPURAYIL CONSTRUCTIONS
K Abdul Rehiman
Bidder Name
SUNIL KUMAR F CONTRACTOR
WORKS CONTRACT
Veeo Constructions
AFSAL R
ROY.G.GEORGE
TAHDCOS LIMITED
PUTHANPURAYIL CONSTRUCTIONS
Amjith Rahuman
N V AJAYAKUMAR
K Abdul Rehiman
AJAYAKUMAR T
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