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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.3 L+₹1.8 L (13.6%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | sarja constructions L1 | Danish L2 |
|---|---|---|---|---|---|
| 1.00Construction of Open Gym | |||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 407.4 | sqm | 32.94 ₹13,419.76 Lowest | 34.38 ₹14,006.41 |
| 1.00 | OD321012/2024-2025: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 color 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 | 324.8 | per sqm | 1,161.81 ₹3,77,355.89 Lowest | 1,212.34 ₹3,93,768.03 |
| 1.00 | 16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 32.98 | cum | 3,408.12 ₹1,12,399.8 Lowest | 3,556.3 ₹1,17,286.77 |
| 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 | 16.02 | cum | 341.52 ₹5,472.52 Lowest | 356.37 ₹5,710.47 |
| 1.00 | 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. | 16.02 | cum | 297.34 ₹4,764.58 Lowest | 310.27 ₹4,971.77 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 320.48 | sqm | 385.65 ₹1,23,593.11 Lowest | 402.37 ₹1,28,951.54 |
| 1.01 | 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 : 6 graded stone aggregate 20 mm nominal size) | 30.8 | cum | 8,472.68 ₹2,60,916.18 Lowest | 8,841.06 ₹2,72,260.44 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 121.44 | sqm | 222.96 ₹27,076.26 Lowest | 232.65 ₹28,253.02 |
| 1.01 | 50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 | 63.8 | metre | 414.42 ₹26,440 Lowest | 432.44 ₹27,589.67 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
4 Jan 2025, 2:15 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION PUNNAYUR GP
PlatformConstruction
2024_LSGD_719045_1
AE/LIDEW/PNR/300/25
Open Tender
Civil Works - Others
Item Rate
180 days
PUNNAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,779
Yes
3 Jul 2026
23 Dec 2024
4 Jan 2025
23 Dec 2024
4 Jan 2025
23 Dec 2024
Amount
Construction of Open Gym
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
OD321012/2024-2025: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 color 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
16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
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
2.25: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.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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 : 6 graded stone aggregate 20 mm nominal size)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
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
16.70.1: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
OD321013/2024-2025:Supplying and fixing Name board as directed by dept officers
Danish (BID ID -2047494)
Bidder Name
sarja constructions
Danish
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