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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution 88/17(7) DATED 09/06/2017 of Mogralputhur GP | |
| 2 | Rejected-Technical | - | Rejected-Technical rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical rejected |
Tender Value
₹12.5 L
EMD Value
₹31,300
Closing Date
15 May 2017, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION MOGRAL PUTHUR
Blarkode Burial ground compound wall and shed
2017_LSGD_124817_1
AE/LSGD/MP/ET(03)2016-17
Open Tender
Civil Works - Buildings
Item Wise
180 days
MOGRAL PUTHUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,630
Yes
online
₹31,300
Yes
27 Oct 2022
10 May 2017
19 May 2017
10 May 2017
15 May 2017
10 May 2017
Amount
COMPOUND WALL
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
od196365/2016_2017 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
od245341/2016_2017 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for Super Structure and basement including all cost of materials, labour charges etc
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)
4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
9.48.1 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
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
6.1.1 : Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
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
18.12.8 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
od228703/2016_2017 : Roofing with G.I hard colour powder coated traffod sheets 0.5 mm thick or nearest available thickness with overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and bitumen washers etc complete
pwd contractor
C M ABBAS
abdul basheer k t
MOIDEEN FAWAZ B M
SHOUKATHALI K
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_151092.pdf
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