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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.0 L+₹29,982.35 (4.50%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹7.0 L
EMD Value
₹17,400
Closing Date
13 Dec 2019, 5:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER,LSGD DIVISION,KANNUR
MLAADS 18-19 - T V Rajesh MLA-Open Gymnasium in Pilathara FHC in Cheruthazham G.P.
2019_LSGD_327459_14
D/TN/7(3)/2019-20
Open Tender
Civil Works - Buildings
Item Rate
180 days
kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,573
Yes
online
₹17,400
Yes
15 Jan 2020
6 Dec 2019
17 Dec 2019
6 Dec 2019
13 Dec 2019
6 Dec 2019
Amount
Open Gymnasium
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
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
50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
od345680/2019_2020 : :Providing and laying 60 mm or nearest thick factory made cement concrete<br>interlocking paverblock made by block making machine with strong vibratory compaction, of approved size,<br>design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6 mm<br>metal, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( OD KNR<br>24)
4.1.3 : 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
50.12.2.4 : Providing & fixing Poly carbonate multi wall plain sheet 6 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12m 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 surfaces, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.
od136094/2019_2020 : Filling with coarse sand in open areas 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 as per direction of site Engineer-in-charge.
od139633/2019_2020 : Filling with 6 mm metal in open areas 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 as per direction of site Engineer-in-charge.
10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.2 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
17.7.3 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
Name board
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
od327863/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm<br>cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Edited 2019-2020)
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
7.38.1.1 : Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade
16.21 : Engraving letters in hard stone
K SURESH KUMAR
Bidder Name
K SURESH KUMAR
PRATHIEW BABU K V
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