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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | ₹3.6 L | 1 | Accepted-AOC ACCEPTED |
| 2 | 2₹3.9 LRejected-Finance | ₹3.9 L | 2 | Rejected-Finance Higher Rate Rejected |
| 3 | 3₹4.1 LRejected-Finance | ₹4.1 L | 3 | Rejected-Finance Higher Rate Rejected |
| Sl No | Description | Qty | Unit | MOOSA KALEEM L3 | P.MOHAMMED HANIEF L2 | ismail thufail L1 |
|---|---|---|---|---|---|---|
| 1.00road 0/150-0/246 | ||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 43.2 | cum | 61.13 ₹2,640.82 | 57.62 ₹2,489.18 | 8.5 ₹367.20 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 21.6 | cum | 2,169.64 ₹46,864.22 | 2,045.69 ₹44,186.90 | 2,000 ₹43,200 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 43.2 | cum | 8,006.65 ₹3.5 L | 7,571.94 ₹3.3 L | 7,130 ₹3.1 L |
| 1.00 | OD224001/2023-2024:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 12.96 | cum | 459.63 ₹5,956.80 | 401.06 ₹5,197.74 | 390 ₹5,054.40 |
| 2.00NAME BOARD | ||||||
| 2.00 | 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 | 0.16 | cum | 286.27 ₹44.66 | 270.73 ₹42.23 | 260 ₹40.56 |
| 2.00 | OD223999/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.32 | cum | 7,377.01 ₹2,390.15 | 4,947.39 ₹1,602.95 | 4,620 ₹1,496.88 |
| 2.00 | 16.21:Engraving letters in hard stone | 100 | per Letter per cm height | 9.29 ₹929 | 8.79 ₹879 | 8.5 ₹850 |
| 2.00 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm. | 0.84 | sqm | 3,593.41 ₹3,018.46 | 3,998.02 ₹3,358.34 | 3,725 ₹3,129 |
Tender Value
Refer Docs
EMD Value
₹10,369
Closing Date
3 Jul 2024, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICER, MANJESHWARAM
RETENDER - MLASDF - DARKAS KODINJAAL ROAD IN MEENJA GRAMA PANCHAYATH
2024_CRD_665254_2
BDO/MJR/TR/05/2023-2024
Open Tender
Civil Works - Roads
180 days
MANJESHWAR BLOCK PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹920
Yes
₹10,369
Yes
16 Mar 2026
25 Jun 2024
5 Jul 2024
25 Jun 2024
3 Jul 2024
25 Jun 2024
Amount
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD224001/2023-2024:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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
OD223999/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
16.21:Engraving letters in hard stone
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
P.MOHAMMED HANIEF
MOOSA KALEEM
Bidder Name
P.MOHAMMED HANIEF
MOOSA KALEEM
ismail thufail
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