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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | 1 | Accepted-AOC lowest quoted | |
| 2 | 2₹6.5 L+₹19,648.39 (3.13%)Rejected-AOC | 2 | Rejected-AOC highest quoted |
| Sl No | Description | Qty | Unit | ANANTHARAMAN L1 | KMS Construction L2 |
|---|---|---|---|---|---|
| 1.00Open Gym And Related Work | |||||
| 1.00 | 15.9.1: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 Lime Mortar | 4.47 | cum | 1,044.07 ₹4,670.13 Lowest | 1,076.4 ₹4,814.74 |
| 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 | 11.3 | cum | 313.68 ₹3,544.58 Lowest | 323.39 ₹3,654.31 |
| 1.00 | OD183186/2025-2026:DRY RUBBLE MASONRY using departmental stacked rubble _ Dry rubble without concrete
levelling course masonry with good quality departmental stacked rubble including labour
charges etc. complete as per direction of
Departmental officers at site | 3.13 | cum | 1,496.25 ₹4,686.26 Lowest | 1,542.58 ₹4,831.36 |
| 1.00 | OD182780/2025-2026: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 | 8.17 | cum | 3,482.3 ₹28,443.43 Lowest | 3,590.12 ₹29,324.1 |
| 1.00 | OD182793/2025-2026: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) | 18.6 | cum | 6,812.88 ₹1,26,712.76 Lowest | 7,023.83 ₹1,30,636.21 |
| 1.01 | 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. | 16.15 | cum | 388.66 ₹6,277.25 Lowest | 400.69 ₹6,471.54 |
| 1.01 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 16.15 | cum | 3,035.18 ₹49,021.19 Lowest | 3,129.16 ₹50,539.06 |
| 1.01 | OD201789/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68 | 215.34 | sqm | 1,026.75 ₹2,21,100.35 Lowest | 1,058.55 ₹2,27,948.16 |
| 1.01 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | 486.4 | kg | 171.86 ₹83,592.7 Lowest | 177.18 ₹86,180.35 |
Tender Value
₹7.2 L
EMD Value
₹18,005
Closing Date
22 Aug 2025, 2:00 pmClosed
ARYA VISWAN
ASSISTANT ENGINEER PARAPPUKKARA GP NANDIKKARA
Annual Plan Project No 299 2025 26 Renovation of Pokothra ground phase 2 and providing ancillary facilities to open Gym ward 12 Parappukkara GPNGeneral Civil Work
2025_LSGD_784260_1
04/AE/ET/25-26
Open Tender
Civil Works - Buildings
Item Rate
240 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,005
Yes
8 Oct 2025
11 Aug 2025
23 Aug 2025
11 Aug 2025
22 Aug 2025
11 Aug 2025
Amount
Open Gym And Related Work
15.9.1: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 Lime Mortar
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
OD183186/2025-2026:DRY RUBBLE MASONRY using departmental stacked rubble _ Dry rubble without concrete levelling course masonry with good quality departmental stacked rubble including labour charges etc. complete as per direction of Departmental officers at site
OD182780/2025-2026: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
OD182793/2025-2026: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)
50.2.26.1: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.
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
OD201789/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of 6mm aggregate , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Modified data of 16.68
10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
4.1.5: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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
OD181730/2025-2026:Supplying and fixing knotted nylon boundary net with mesh size 50x50 mm,wire thickness 2.5 mm,with good quality includning tying to boundary post and top of court as per direction of engineer in charge.
KMS Construction (BID ID -2302279)
Bidder Name
ANANTHARAMAN
KMS Construction
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