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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.6 L+₹18,703 (1.64%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.3 L+₹94,682 (8.31%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.4 L+₹2.0 L (17.8%)Rejected-AOC EDAMATTOM | L4 | Rejected-AOC L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Affidavit not submitted |
Tender Value
₹13.6 L
EMD Value
₹33,897
Closing Date
30 Sept 2022, 3:00 pmClosed
Executive Engineer
PWD Building Division, Kottayam
Demolishing work,earth work,pcc, RCC,solid block masonry, cement plastering included in the estimate
2022_PWD_508856_1
PWD/BLDG/TR/7441/2022_5_2_1/1
Open Tender
Civil Works - Buildings
Item Rate
60 days
Erattupetta
Please see the tender documents
9 documents required · 9 mandatory
₹2,760
Yes
₹33,897
Yes
6 Mar 2023
19 Sept 2022
3 Oct 2022
19 Sept 2022
30 Sept 2022
19 Sept 2022
19 Sept 2022 - 30 Sept 2022
Amount
retaining wall court
2.33.3:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
4.1.6: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)
OD105544/2022-2023:DOWEL BARS - CPWD Buildings Irrigation Data 60.5.1-Supplying and providing TMT dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD105545/2022-2023:Dry rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone
OD105855/2022-2023:Dry rubble masonry with hard stone in foundation and plinth using departmental rubble available at site.
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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.
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
OD106412/2022-2023:Engaging wood cutter for removing the Existing stump of trees cutting tree branches etc.
SHAJI MATHEW
nishanth rajasekharan nair
Vazhayil Constructions
Bidder Name
Vazhayil Constructions
Jomy Mathew
SHAJI MATHEW
nishanth rajasekharan nair
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