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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹3.6 L+₹33,887.60 (10.5%)Rejected-AOC | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | N M SREEDHARAN L1 | NAZER PERINCHEERI L2 |
|---|---|---|---|---|---|
| 1.00Annual Plan-Pallikkal GP Project No:-191/25-Health Center Mangilmad Road Tarring Ward-17 | |||||
| 1.00 | OD181733/2024-2025: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 | 20.48 | cum | 295.74 ₹6,055.28 Lowest | 326.88 ₹6,692.87 |
| 1.00 | OD181890/2024-2025:Surface dressing of ground including removing vegetation and inequalities not
exceeding 150cm deep and disposal of rubbish lead up to 50m lift up to 1.5m,all kinds of soil | 248.4 | sqm | 28.52 ₹7,084.37 Lowest | 31.53 ₹7,832.05 |
| 1.00 | OD181735/2024-2025:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 35.1 | cum | 893.2 ₹31,351.32 Lowest | 987.23 ₹34,651.77 |
| 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 | 52.65 | cum | 3,170.03 ₹1,66,902.08 Lowest | 3,503.72 ₹1,84,470.86 |
| 1.00 | 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 | 351 | sqm | 66.24 ₹23,250.24 Lowest | 73.21 ₹25,696.71 |
| 1.01 | 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. | 351 | sqm | 13.76 ₹4,829.76 Lowest | 15.21 ₹5,338.71 |
| 1.01 | 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) | 351 | sqm | 230.82 ₹81,017.82 Lowest | 255.11 ₹89,543.61 |
| 1.01 | OD181736/2024-2025:Name board for Granite | 1 | each | 1,442.9 ₹1,442.9 Lowest | 1,594.79 ₹1,594.79 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
4 Dec 2024, 5:00 pmClosed
AE PALLIKKAL
AE PALLIKKAL
ROAD WORK
2024_LSGD_709797_10
4/AE/LSGD/PKL/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
AE PALLIKKAL
Please refer Tender documents.
6 documents required · 6 mandatory
₹750
Yes
₹8,472
Yes
22 Apr 2026
27 Nov 2024
6 Dec 2024
27 Nov 2024
4 Dec 2024
27 Nov 2024
Amount
Annual Plan-Pallikkal GP Project No:-191/25-Health Center Mangilmad Road Tarring Ward-17
OD181733/2024-2025: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
OD181890/2024-2025:Surface dressing of ground including removing vegetation and inequalities not exceeding 150cm deep and disposal of rubbish lead up to 50m lift up to 1.5m,all kinds of soil
OD181735/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD181736/2024-2025:Name board for Granite
NAZER PERINCHEERI (BID ID -1997749)
Bidder Name
N M SREEDHARAN
NAZER PERINCHEERI
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