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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | 1 | Accepted-AOC l1 | |
| 2 | 2₹3.8 L+₹11,159.45 (3.00%)Rejected-AOC | 2 | Rejected-AOC l2 | |
| 3 | 3₹3.8 L+₹11,552.63 (3.11%)Rejected-AOC VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | 3 | Rejected-AOC l3 |
Tender Value
Refer Docs
EMD Value
₹11,120
Closing Date
18 Dec 2020, 6:00 pmClosed
Assistant Engineer
vadasseikkara GP
renovation
2020_LSGD_395643_2
5/AE/LSGD/VGP/20-21
Open Tender
Civil Works - Buildings
Item Wise
120 days
vadasserikkara
Please refer Tender documents.
4 documents required · 4 mandatory
₹890
Yes
₹11,120
Yes
29 May 2023
11 Dec 2020
21 Dec 2020
11 Dec 2020
18 Dec 2020
11 Dec 2020
Amount
Renovation Of Toilet block near temperary police Station
14.46 : Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.37.1 : White washing with lime to give an even shade:New work (three or more coats)
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
waitting room
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
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)
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)
50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two 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)
od949278/2020_2021 : Providing and fixing weld mesh fixing in angle iron, welding fitting the required position as per the direction of the engineer in charge.
od949302/2020_2021 : Providing and fixing aluminium Trafford sheet powder coated ( size, shape and pitch of corrugation as approved by Engineer in charge) 0.45mm or nearest available thickness, total coated 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and thickness with zinc coating 120 grams as per IS 277, in 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 up to 12 meter or as desired by Engineer in charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purling, rafters and trusses and including cutting to size and shape wherever required.
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
17.32.2 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm
13.71 : Lettering with black Japan pint of approved brand and manufacture
50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
Road &D R Construction
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
od977194/2020_2021 : Surface dressing of the ground including removing vegitation and in-equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift upto1.5m All kinds of soil.
od949449/2020_2021 : DRY RUBBLE MASONRY -Dry rubble masonry without concrete levelling coarse 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 Dept. officers at site.
od973745/2020_2021 : Plain/reinforced cement concrete M20grade,1:2:4 using 20mmb/s in substructure complete as per drawings and technical spection clauses802,804,805,806,807,1202and 1204,without form work.(modified11.4.3)
od949516/2020_2021 : :Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling thetop at site and consolidation by ramming, etc. quantity for 300m3
od949518/2020_2021 : filling with contractor'own earth(excludingRock) in trenches,plinth,sides of foundations etc.in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead up to 1.5m as per direction of site Engineer in charge
od949536/2020_2021 : :Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork ,spreading the concrete with showels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion , construction joints, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501.(modified 6.4) with form work
Viju .V.R
KURIAN K VARGHESE
Bidder Name
K.L.GOPI
Viju .V.R
KURIAN K VARGHESE
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