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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC | 1 | Accepted-AOC first lowest bid accepted | |
| 2 | 2₹3.8 L+₹40,580.28 (12.0%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Muhammed Shafi vemmully L1 | MUHAMMED SHAFEEQ L2 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 1.00 | OD325686/2025-2026:OD FROM 60.7.3)DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 5.95 | cum | 724.86 ₹4,312.92 Lowest | 811.84 ₹4,830.45 |
| 1.00 | OD325719/2025-2026:DR with Departmental stone -DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of departmental officers at site. | 4.8 | cum | 1,641.88 ₹7,881.02 Lowest | 1,838.91 ₹8,826.77 |
| 1.00 | OD325738/2025-2026:(OD FROM 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 | 5.64 | cum | 344.22 ₹1,941.4 Lowest | 385.53 ₹2,174.39 |
| 1.00 | OD325680/2025-2026:(OD From DAR 60.7.1)- DRY RUBBLE MASONRY _ Dry rubble without concrete leveling
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
Department officers at site | 20.53 | cum | 3,821.24 ₹78,450.06 Lowest | 4,279.79 ₹87,864.09 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.64 | cum | 9,081.43 ₹5,793.95 Lowest | 10,171.2 ₹6,489.23 |
| 1.01 | 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. | 49.2 | cum | 63.03 ₹3,101.08 Lowest | 70.59 ₹3,473.03 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 19.68 | cum | 3,077.04 ₹60,556.15 Lowest | 3,446.28 ₹67,822.79 |
| 1.01 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 29.52 | cum | 3,449.92 ₹1,01,841.64 Lowest | 3,863.91 ₹1,14,062.62 |
| 1.01 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 196.8 | sqm | 75.89 ₹14,935.15 Lowest | 85 ₹16,728 |
Tender Value
₹3.4 L
EMD Value
₹8,454
Closing Date
21 Oct 2025, 6:00 pmClosed
AE LSGD
AE LSGD MELATTUR GP
Retarring,side protection
2025_LSGD_808998_6
4(A)/AE/LSGD/MLTR/25-26
Open Tender
Civil Works - Roads
Percentage
AE LSGD SECTION MELATTUR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹750
Yes
₹8,454
Yes
18 Jul 2026
13 Oct 2025
23 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
Amount
ROAD TARRING
OD325686/2025-2026:OD FROM 60.7.3)DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD325719/2025-2026:DR with Departmental stone -DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of departmental officers at site.
OD325738/2025-2026:(OD FROM 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
OD325680/2025-2026:(OD From DAR 60.7.1)- DRY RUBBLE MASONRY _ Dry rubble without concrete leveling 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 Department officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
OD325748/2025-2026:Providing Name board for work with 25x25x5mm MS angles for frames 35x35x6mm for posts, 1mm thick MS Sheet for board including painting with synthetic enamel paint over a priming coat and writing letters as per instructions in charge
MUHAMMED SHAFEEQ (BID ID -2398938)
Bidder Name
Muhammed Shafi vemmully
MUHAMMED SHAFEEQ
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