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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | 1 | Accepted-AOC LOWEST | |
| 2 | Rejected-Technical | - | Rejected-Technical SECOND LOWEST |
| Sl No | Description | Qty | Unit | Abraham L1 | PRASAD C O L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance 0/000 | |||||
| 1.00 | OD111002/2025-2026:
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 | 367.2 | sqm | 34.24 ₹12,572.93 Lowest | 35 ₹12,852 |
| 1.00 | 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 | 55.08 | cum | 3,504 ₹1,93,000.32 Lowest | 3,600 ₹1,98,288 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 367.2 | sqm | 80.21 ₹29,453.11 Lowest | 82 ₹30,110.4 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 367.2 | sqm | 18.76 ₹6,888.67 Lowest | 20 ₹7,344 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 367.2 | sqm | 291.87 ₹1,07,174.66 Lowest | 291.87 ₹1,07,174.66 Lowest |
| 1.01 | 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) | 7.91 | cum | 8,926 ₹70,613.59 Lowest | 8,926 ₹70,613.59 Lowest |
| 1.01 | OD108889/2025-2026:Providing and fixing NAME BOARD fixed over MS sheting.2 mmthick supported on
2 nos Gl pipe 40mm dia firmly fixed to the ground by means of properly designcd
foundation with M-15 grade cement concrete200mmx}00mnx 500mm , 500mm below
ground level as per drawings and Technical Specification Clause 1701. 600x450mm
Rectangular
below ground level as per drawings and Technical Specification Clause 1701.
600 mm x 450 mm Rectangular | 1 | each | 3,360 ₹3,360 Lowest | 3,700 ₹3,700 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
12 Aug 2025, 6:00 pmClosed
AE LIDEW
MEENANGADI GP
164/25-26 PULLUMALA ANGANAVADI ROAD TARRING
2025_LSGD_780383_27
AE/ET-04/25-26
Open Tender
Civil Works - Roads
Item Rate
MEENANGADI GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,578
Yes
18 Sept 2025
2 Aug 2025
14 Aug 2025
2 Aug 2025
12 Aug 2025
2 Aug 2025
Amount
Road Maintenance 0/000
OD111002/2025-2026: 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
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
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)
OD108889/2025-2026:Providing and fixing NAME BOARD fixed over MS sheting.2 mmthick supported on 2 nos Gl pipe 40mm dia firmly fixed to the ground by means of properly designcd foundation with M-15 grade cement concrete200mmx}00mnx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
PRASAD C O (BID ID -2284492)
Bidder Name
Abraham
PRASAD C O
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