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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LRejected-Finance | ₹3.6 L | L1 | Rejected-Finance TECHNICAL ERROR IN BOQ |
| 2 | L2₹3.8 LRejected-Finance | ₹3.8 L | L2 | Rejected-Finance TECHNICAL ERROR IN BOQ |
| Sl No | Description | Qty | Unit | ABOOBACKER SIDDIK S U L2 | ismail thufail L1 |
|---|---|---|---|---|---|
| 1.00Drainage | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27.6 | cum | 57.56 ₹1,588.66 | 54 ₹1,490.40 |
| 1.00 | OD272654/2025-2026: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 | 72.68 | cum | 4,516.89 ₹3.3 L | 4,230 ₹3.1 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.45 | cum | 7,797.82 ₹26,902.48 | 7,340 ₹25,323 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.28 | tonne | 82,315.74 ₹22,719.14 | 77,477 ₹21,383.65 |
| 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 | 0.06 | cum | 294.82 ₹17.69 | 277 ₹16.62 |
| 2.00 | OD248774/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.2 | cum | 4,981.8 ₹996.36 | 4,688 ₹937.60 |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.73 | sqm | 303.05 ₹524.28 | 285 ₹493.05 |
| 2.00 | 16.21:Engraving letters in hard stone | 1 | per Letter per cm height | 8.96 ₹8.96 | 9 ₹9 |
Tender Value
₹4.4 L
EMD Value
₹11,000
Closing Date
21 Mar 2026, 5:00 pmClosed
assistant engineer
manjeshwaram bp
MBP 158/2526 Ambar Bellgoli Road Drainage
2026_LSGD_845781_1
AE/LIDEW/2526/3
Open Tender
Civil Works - Roads
MANJESHWARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹970
Yes
₹11,000
Yes
12 Jun 2026
11 Mar 2026
24 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
Drainage
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD272654/2025-2026: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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD248774/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.With granite stone of area less than 0.50 sqm.
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