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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.2 L+₹3,208.58 (1.01%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
| Sl No | Description | Qty | Unit | K JAYAKUMAR L1 | SANTHOSH KUMAR L2 |
|---|---|---|---|---|---|
| 1.00compound wall | |||||
| 1.00 | 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 | 11.57 | cum | - | - |
| 1.00 | 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 | 11.57 | cum | - | - |
| 1.00 | 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) | 9.64 | cum | - | - |
| 1.00 | 50.6.5.2 : Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 9.37 | cum | - | - |
| 1.00 | 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) | 6.79 | cum | - | - |
| 1.01 | 11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement | 67.79 | sqm | - | - |
| 1.01 | 18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 1,000 | Litre | - | - |
| 1.01 | 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 111.26 | sqm | - | - |
| 1.01 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 155 | kg | - | - |
Tender Value
₹3.2 L
EMD Value
₹8,100
Closing Date
25 Jun 2019, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER VATTIYOORKAVU ZONAL OFFICE
PRO NO 722/19-20 COMPOUND WALL CONSTRUCTION OF ANGANWADI NO 12 AT VAZHOTTUKONAM WARD
2019_LSGD_281453_1
VTZ/TVMCORP/722/19-20
Open Tender
Civil Works - Buildings
Item Rate
180 days
VAZOTTUKONAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹700
Yes
online
₹8,100
Yes
2 Dec 2025
15 Jun 2019
28 Jun 2019
15 Jun 2019
25 Jun 2019
15 Jun 2019
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
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)
50.6.5.2 : Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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)
11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
od37533/2019_2020 : providing rainwater pit providing cc ring 90 cm dia 30 cm height 75 m m shell thick filling side with stone bubble size 5mm to 15mm depth and sand 1.5mm to10mmdepth in layers and providing r c c slab 10 cm thikness 32mm dia p vc pipe holes included earth woek excavation etc complete.
SANTHOSH KUMAR
Bidder Name
K JAYAKUMAR
SANTHOSH KUMAR
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